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Earth as a Sustainable Construction Material. Characterization of Different Mixtures and Implementation Using the Projected Earth System

Abstract

The use of the earth as a construction material has been carried out all over the world, in walls, ramparts, fortifications. For this reason, research of this type is necessary to implement current techniques in the restoration of rammed earth constructions with the rammed earth technique. In addition, it can be used for the construction of new works for both walls and cladding. The research of the earth as a construction material is presented here through the characterization of the earth itself, in this case, edaphic soils from the weathering of the Alhambra Formation (Spain), and its mixtures with aerial or hydraulic limes and cement of low resistance. In addition, natural or recycled aggregates and additives such as water repellents and ecological enzymes, to replace binders, and additions of powder rubber and textile from used tire waste have been used. The results obtained in all the mixtures, except the one added with rubber and textile powder, are ideal for use in restoration of earth works and new construction, placed on site using the projected earth system.

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Earth as a Sustainable Construction Material. Characterization of Different Mixtures and Implementation Using the Projected Earth System

Author: Valverde Palacios, Ignacio,Fuentes García, Raquel María,Cervilla Maldonado, Ana,Valverde Espinosa, Ignacio
Publisher: Springer Nature
Year: 2022
DOI: 10.1007/978-981-19-1894-0_17
Source: https://digibug.ugr.es/bitstream/10481/88711/1/Valverde_Palacios_2022.pdf
Ea h as a Sus ainable Cons uc ion
Ma e ial. Cha ac e iza ion o Di e en
Mix u es and Implemen a ion Using
he P ojec ed Ea h Sys em
Ignacio Val e de-Palacios, Raquel Fuen es-Ga cía,
Ana Ce illa-Maldonado, and Ignacio Val e de-Espinosa
Abs ac The use o he ea h as a cons uc ion ma e ial has been ca ied ou all
o e he wo ld, in walls, ampa s, o i ica ions. Fo his eason, esea ch o his
ype is necessa y o implemen cu en echniques in he es o a ion o ammed ea h
cons uc ions wi h he ammed ea h echnique. In addi ion, i can be used o he
cons uc ion o new wo ks o bo h walls and cladding. The esea ch o he ea h as
a cons uc ion ma e ial is p esen ed he e h ough he cha ac e iza ion o he ea h
i sel , in his case, edaphic soils om he wea he ing o he Alhamb a Fo ma ion
(Spain), and i s mix u es wi h ae ial o hyd aulic limes and cemen o low esis ance.
In addi ion, na u al o ecycled agg ega es and addi i es such as wa e epellen s and
ecological enzymes, o eplace binde s, and addi ions o powde ubbe and ex ile
om used i e was e ha e been used. The esul s ob ained in all he mix u es, excep
he one added wi h ubbe and ex ile powde , a e ideal o use in es o a ion o ea h
wo ks and new cons uc ion, placed on si e using he p ojec ed ea h sys em.
Keywo ds Ea h ·P ojec ed ea h sys em ·Res o a ion o ammed ea h ·Lime ·
Ecological enzyme ·Powde ubbe and ex ile ibbe
1 In oduc ion
Cons uc ion ma e ials a e conside ed en i onmen al esou ces which ha e been
ob ainedino de obe ea ed oshape hebuildings ha su ound us. These ma e ials
unde go, o a g ea e o lesse ex en , a se ies o na u al p ocesses ha help us be e
unde s and how hey a e o be used and used, as well as hei beha io h oughou
hei use ul li e. Th oughou his o y, he me hods o ex ac ion and ea men o hese
ha e changed, enhancing hei i ues and acili a ing adap a ion o he di e en
equi emen s o which hey a e going o be exposed.
All his g ea a ie y o ma e ials ha we ind a ound us has a common compo-
nen ein e p e ed since he beginning o cons uc ion, we speak o a e nacula
I. Val e de-Palacios (B)·R. Fuen es-Ga cía ·A. Ce illa-Maldonado ·I. Val e de-Espinosa
Depa men o Building Cons uc ion, Technical Uppe School o A chi ec u e, Uni e si y o
G anada, Campo del P incipe, 18071 G anada, Spain
e-mail: nacho al@ug .es
© The Au ho (s), unde exclusi e license o Sp inge Na u e Singapo e P e L d. 2022
D. Bien enido-Hue as and J. Moyano-Campos (eds.), New Technologies in Building and
Cons uc ion, Lec u e No es in Ci il Enginee ing 258,
h ps://doi.o g/10.1007/978-981-19-1894-0_17
299
300 I. Val e de-Palacios e al.
a chi ec u e, an a chi ec u e unde s ood and based on he genesis o i s en i onmen ,
in which i s componen s ha e ha au hen ici y imp in ed in hei aining. One o he
ma e ials ha mos co esponds o his commen is abou he ea h, his being one o
he mos used ma e ials h oughou his o y. I is a ma e ial p esen in p ac ically all
pa s o he wo ld, ha ing been exploi ed by a mul i ude o ci iliza ions which ha e
used many echniques. All his se o p ac ices p o ides us wi h in o ma ion abou
how he land gi es iden i y and shape o he cons uc ions and elemen s in which i
is used, a i ing wi h his s a emen a he concep o he i age.
Howe e , conse ing he he i age buil on land is no only conside ing he
cons uc ion ypology and i s limi a ions, bu i also consis s o a ask o esea ch,
escue, and dissemina ion o he echniques used, which, since i is adi ional a chi-
ec u e, depends on egional wisdom and p esen s he disad an age ha , since hey
a e knowledge ans e ed o ally, hey do no appea in documen s. To a ce ain
ex en , his p oblem has in luenced he ac ha cu en ly he choice o he ex ac ion
a ea o he ma e ial is no an easy ask, his being one o he main ac o s o he
cons uc ion o walls.
The ammed ea h is a cons uc i e sys em used o millennia in places like Egyp ,
India, China, Sy ia, Pe u, e c. In Spain, he land he i age buil using his echnique
is qui e ex ensi e; in ac , i has emains belonging o 820 BC [16]. Speci ically, in
G anada(Spain)isoneo hemos ex ensi emonumen sbuil wi h ammed ea h, he
Alhamb a,aswellasdomes ic housesin he AlbaicínandSac omon e neighbo hoods
ha gi e he ci y so much iden i y and name.
The ammed ea h echnique consis s o illing a o mwo k wi h laye s o ea h o
10–15 cm compac ing each one o hem wi h a ampe . The o mwo k is made up o
wo sepa a e pa allel planks, joined by a c ossba . In compac ion wi h echniques in
which he mud is used in a mo e humid s a e, he ammed ea h echnique p o ides
much lowe sh inkage and g ea e esis ance. The ad an age in ela ion o adobe
cons uc ion echniques is ha b ick cons uc ions a e monoli hic and he e o e ha e
g ea e s abili y [20].
This ea h sys em, as we ha e commen ed, consis s o he amping o he aw
ea h by laye s inside a wooden o mwo k whe e he cohesi e p ope y o he clays
is complemen ed by he mechanical comp ession o he ma e ial. Soil compac ion
is in luenced by he deg ee o humidi y. A soil ha is oo we canno be compac ed
p ope lyjus asone ha is ood y willno wo kp ope ly.Fo his eason, heop imum
mois u e con en is essen ial so ha i is jus enough o ac i a e he binding capaci y
o he clays, which anges om app oxima ely 0–10% [16]. I is he e o e a sys em in
which when using aw ea h, he choice o aw ma e ial is essen ial, complemen ing i
wi h he ideal deg ee o humidi y, and he use o s abilize s o gua an ee i s du abili y.
Adobe was used on he G ea Wall o China along wi h s one mo e han 5000 yea s
ago and was subsequen ly used in houses and walls abou 2700 yea s ago [18]. On
he o he hand, in No h A ica and he Middle Eas , he mos abundan ma e ial
was and is ea h, o his eason, he e a e also nume ous examples o walls buil
wi h ea h, a ma e ial ha was e ec ed as an easy, as , and inexpensi e way o build
o i ica ions.
Ea h as a Sus ainable Cons uc ion Ma e ial … 301
In addi ion, h oughou he Medi e anean, he e a e Phoenician es iges ha used
he ea h in he o m o adobe as a cons uc ion ma e ial, bo h in No h A ica and
on he Spanish coas s [3,4,17]. The e a e also desc ip ions o Roman w i e s who
na a e he cons uc ion o clay owe s in he in asion o he Ibe ian Peninsula ca ied
ou by he Ca haginians in 218 BC. In he con ex o p e-Columbian Ame ica, he e
isnoe idence o he use o land as a buildingma e ial,in ac , he i s cons uc ion on
land in No h Ame ica was ca ied ou by he Jesui missiona y Manuel Da Nob ega
in 1549, which sen a eques o Eu ope eques ing c a smen and ca pen e s o build
clay and adobe walls.
In he same way, he e is knowledge o ea hen cons uc ions ca ied ou in ea ly
imes in he a ea o B azil [13,22].
In he la e Middle Ages, Spain was unde Muslim ule, un il he Ca holic
Mona chs, in 1492, ook he las Muslim kingdom, he ci y o G anada (Spain). The
Ch is ian Kings implemen ed he ea h building echnique by hi ing Muslim a i-
sans. La e , he clay was mixed wi h i ed b ick, making s onge and mo e du able
o i ica ions [2].
The p oli e a ion o he ea h as a building ma e ial was such ha he e a e
nume ous ci ies ha we e buil in his way, such as Babylon in I aq, and he oldes
known ci y, Ca alhöyük, as has al eady been e e ed o, in Ana olia, om he se en h
millennium BC, ha i al eady had he houses buil wi h adobe. In ancien Egyp ,
adobe, made wi h sil om he Nile, was equen ly used in he cons uc ion o
houses, ombs (mas abas), o esses, and e en palaces, al hough he Egyp ians we e
also he i s o use he ca ed s one o e ec emples, py amids, and o he monu-
men al buildings. In Pe u, he e is he ci adel o Chan Chan, he la ges mud ci y in
Ame ica. In Jiayuguan, China, he e is a wall pa ially buil wi h ammed ea h, he
uppe le el inished wi h b icks, buil du ing he Ming dynas y (1368–1644), and
gian bea ing wall like he Fujian Ea h Building (TuLou) o he song-yuan dynas y
(800 yea s ago) [29]. In ou emples, his building ma e ial inds mani es a ions such
as es iges ha pa en i s use by a ious ci iliza ions such as he Roman o Muslim
and samples o ecen buildings ha show ha his ma e ial is pa o a li ing ea hen
a chi ec u e [14,19].
Clay, a he end o he Second Wo ld Wa , was once again a widely used cons uc-
ion ma e ial in Eas Ge many due o i s a ailabili y and low p ice [27]. The same
happenedinAus alia,whe ehisbook“BuildYou Houseo Ea h”wasun il ecen ly
he accep ed s anda d o cons uc ion on Aus alian soil [21].
All hese di e en eadings on he use o land unde cons uc ion h ough he
amming echnique coincide in one hing, du ing he de elopmen o he echnique a
se ies o p oblems a ise abou he use o soils o he geological o ma ion o he a ea
ha has been used o so long o cons uc ions h ough his me hod, since hey a e
conside ed he bes o such cons uc ion ypology, his has made hem be used o
a long ime, bu he ci ed p oblems a e such as access o ex ac ion o he land and
ease o ob aining i . Fo his eason, in his esea ch, he main objec i e has been he
beha io o collu ial and/o edaphic soils om he Alhamb a Fo ma ion in G anada
(Spain), which has p o ided a g ea de elopmen o he ci y, bo h in applica ion and
unc ionali y.
302 I. Val e de-Palacios e al.
As i has become clea , he use o he ea h as a cons uc ion ma e ial has been
ca ied ou all o e he wo ld. Fo his eason, esea ch o his ype is necessa y o
implemen cu en echniques in he es o a ion o ammed ea h cons uc ions wi h
he ammed ea h echnique. In addi ion, i can be used o he cons uc ion o new
wo ks o bo h walls and cladding.
In his esea ch, ea h has been used as he main ma e ial, which has been mixed
wi h di e en binde s, agg ega es, and addi i es. On he o he hand, he echnique
o laying by p ojec ion has also been p esen ed.
2 Ma e ials and Me hod
2.1 Ma e ials
2.1.1 Ea h. Collu ial/Edaphic Soils
In his case, he chosen ea h co esponds o he B ho izon o he edaphic soil o
he F. Alhamb a (Sou h o Spain, in G anada, Fig. 1) mixed wi h he oo o he C
ho izon. These soils a e ound in si u in he o ma ion i sel o accompanying he
discha ges ha ha e been made in di e en nea by exca a ion a eas, almos all o
building p ojec s.
The mos supe icial and al e ed soil o med by angula g a els and sandy sil s
whe e he ege a ion co esponding o ho izon A de elops om he ex ac ion zone.
In ho izon B, he e a e mac oscopic es iges o he mo he ma e ial wi h ounded
edges ha a e much cemen ed wi h less o ganic ma e han in he uppe le el, made
e iden by he b ownish hue o his laye . The C ho izon would be he base ma e ial
ha is made up o e y di e en ocks. These a e collu ial sedimen s ha make up
he Alhamb a Fo ma ion, cha ac e ized by i s eddish colo . All he esul s o he
s udy o he physical–mechanical p ope ies o edaphic soils will be compa ed wi h
hose ob ained o he Alhamb a Fo ma ion which is used in many o he su i ing
Fig. 1 Gene al iew o he ex ac ion a ea o he ea h used (le ) and soil collec ed in he labo a o y
( igh )
Ea h as a Sus ainable Cons uc ion Ma e ial … 303
ammed ea h cons uc ions in he ci y o G anada (Spain), including o i ica ions,
dwellings, and walls [15].
The ma e ial was ex ac ed in an a ea nea he own o El Fa gue, e y close o
G anada capi al. He e, he e a e lands and o cha ds o an h opic spills o collu ial
soils o he Alhamb a Conglome a e ha a e easily accessible (Fig. 2).
X- ay di ac ion es s ha e been ca ied ou o ob ain he mine alogical compo-
si ion o his soil (Fig. 3), ob aining qua z (46–47%), dolomi e (18–39%), and
Fig. 2 Gene al ec onic ske ch o he cen al and eas e n Be ic Co dille a (a). The ema ked zones
show he loca ion o Fig. 1b, (b) spa ial loca ion o soil uni s o he me opoli an A ea o G anada.
Town bounda ies a e shown wi h a hin polygonal line. Modi ied om Val e de-Palacios [28]

304 I. Val e de-Palacios e al.
Fig. 3 Soil-sample powde -X- ay di ac ion es esul s. The mean alue o he h ee samples
analyzed is p esen ed
calci e (17–27%) as he dominan mine alogical elemen s. Feldspa s (3–4%) and
clay mine als, phyllosilica es (4–7%), such as chlo i e and musco i e, a e ound o
a lesse ex en .
This mine alogical composi ion is e y simila o he esul s ob ained o soil
samples om he Alhamb a Fo ma ion (On i e os 1995, [14]), a esul ha con i ms
ha he soil p esen ed in his in es iga ion comes om he wea he ing o le el 2 o
he F. Alhamb a, on i s edaphic ho izon B wi h some C.
2.1.2 Binde s
– CL90-S [7], hyd a ed calcium lime powde (>90% CaO +MgO). Fo he eha-
bili a ion and es o a ion o he in e io and ex e io o emblema ic and old
buildings.
– NHL 5 [7], na u al hyd aulic lime. I is a ype o lime widely used in es o a ion
and g een building. I s main cha ac e is ics include i s low endency o c acking,
i s g ea plas ici y, and adhe ence o a ious su aces. Rega ding he mos no able
mechanical cha ac e is ics, we ha e a comp essi e s eng h o 2.0 MPa a 7 days
and 5 MPa a 28.
Ea h as a Sus ainable Cons uc ion Ma e ial … 305
– BL 22.5X [6], whi e mason y cemen wi h a comp essi e s eng h g ea e han 10
and 22.5 MPa a 7 and 28 days, espec i ely, acco ding o EN 413-1: 2011. In he
case o cemen , no mechanical es s ha e been ca ied ou since his in o ma ion
was a ailable h ough a quali y ce i ica e om he supplie , o which i mus be
added ha he pe cen age used, wi h espec o he weigh o he ea h, is e y
low, so i s impo ance as a binde is only in he sho e m un il he main binde ,
lime, begins o ca bona e, p o iding esis ance.
2.1.3 Agg ega es
– Dolomi ic limes one na u al agg ega e (Fig. 4)
These agg ega es come om dolomi ic ocks ha a e basically composed o
magnesium ca bona e (Ca Mg (CO3)2), no eac i e wi h he alkalis in cemen . I is a
well-p ocessed ma e ial, which p esen s mo phology like ha esul ing om agg e-
ga es om c ushing. In his case, he high deg ee o mic o-c acking o he moun ain
massi ,due o ec onic phenomena, allows he ock odisin eg a e whenexecu ing he
ex ac ion p ocess, esul ing in an agg ega e equi alen o ha o a i icial c ushing.
– Recycled agg ega es om cons uc ion and demoli ion was e (Fig. 5)
They a e was e om cons uc ion and demoli ions ha a e anspo ed o he plan
o be ea ed h ough c ushing and c ushing p ocesses, as well as a selec ion o he
ideal ma e ial. In ou case, we ha e a mix u e o wo ypes o ac ions: ine ac ion
o sand (0/4 mm) and coa se ac ion o g a el (4/8 mm). In i s composi ion, we
can ind he ollowing ma e ials: conc e e in a highe pe cen age, ce amic ma e ial,
b icks, glass s onewa e, po celain, e c. These agg ega es can be coded as 17 01 07
[23] acco ding o he Eu opean was e lis (O de MAM/304/2002, o Feb ua y 8.
Reco e y and disposal ope a ions o was e and Eu opean was e lis . Chap e 17
Fig. 4 Dolomi ic limes one
na u al agg ega e
306 I. Val e de-Palacios e al.
Fig. 5 Recycled agg ega es
o he Eu opean was e lis Annex 2 BOE, no. 43 ( e .: BOE-A-2002-3285)). They
comply wi h he speci ica ions es ablished by he Spanish s uc u al code. I is a well-
p ocessed ma e ial, wi h a sui able g anulome y o be used in he ea h p ojec ion
echnique and compa ible wi h he ea h used.
In bo h cases, hei pu pose is o co ec he g anulome ic cu es o he base ma e-
ial, heea h, in o de o achie eg ea e compac ness in hemix u eas a whole; in he
case o ecycled ma e ials, hei use also has an ecological unc ion, he elimina ion
o was e.
2.1.4 Addi i e
Wa e p oo ing: In he case o du abili y es s agains ain, a wa e - epellen addi i e
om SIKA, SikaP oo L-100, was used.
Ecological enzyme as a by-p oduc o suga cane p ocessing. The p oduc is
called COMPAT-TO®, p oduced and p o ided by nanosys ems, and is composed o
a mix u e o o ganic enzymes ha ca alyze a binding ac ion on plas ic pa icles, o
which a plas ici y index g ea e han 10 and a con en o clay g ea e han o equal
o 20%.
2.1.5 Clays
The wea he ed soil o he Alhamb a Fo ma ion has insu icien ines con en o he
ecological enzyme o bind he clay ma e ial. Fo his eason, wo ypes o clays (Table
1,Fig.6), om he company ARGILES COLADES S.A., ha e been used o he
mix u es in which he enzyme has been used.
Ea h as a Sus ainable Cons uc ion Ma e ial … 307
Table 1 Chemical
composi ion o he wo ypes
o clays used
Chemical
composi ion (%)
Mic onized clay
pen F g ay
Mic onized clay
pen F beige
Al2O315 18,13
SiO275,21 55,22
K2O0,64 3,59
CaO 0,40 4,62
Fe2O35,50 6,20
Modi ied om h p://a gilescolades.com/
Fig. 6 Mic onized clay pen
F g ay (le ), mic onized clay
pen F beige ( igh )
2.1.6 Rubbe Powde and Tex ile Fibe s
Ma e ial om used i e was e (Fig. 7), which is subjec ed o a mechanical c ushing
p ocess in o de o ob ain di e en g anulome ies ha se e us in ou agglome a e o
ea h. This mechanical g inding is also esponsible o sepa a ing all he componen s
o he i es, so ha he ex iles, s eel, and ubbe a e g ouped independen ly, and he
“ ubbe powde and g anules” a e ee o impu i ies and can be used.
314 I. Val e de-Palacios e al.
Fig. 11 Elec ic comp ession mul i- es machine used (le ). Fo ced ca bona ion chambe ( op
igh ) and sample a e uncon ined comp ession es and dep h o ca bona ion es wi h phenolph-
halein (bo om igh )
app ecia ed; o his eason, he low esis ance ob ained, 26% less, makes i necessa y
o p e-we he agg ega e wi h 5% o wa e wi h espec o he weigh o he d y mass
o ecycled agg ega e added acco ding o he in es iga ions o Cuenca-Moyano e al.
[5]; wi h his p e-we me hod, and also a e se en days o o ced ca bona ion, an
inc ease in comp essi e s eng h o a ound 47% was achie ed.
The mix u es o ea h wi h ecological enzymes, o eplace binde s, ha e been e y
sa is ac o y in he case o he addi ion o clay (6% wi h espec o he weigh o he
ea h), and e en mo e so o he ype mic onized clay pen F beige in which 31%
mo e is achie ed comp essi e s eng h compa ed o g ound only.
On he con a y, he use o ubbe powde and ex ile ibe s has e ealed a no able
d op in comp essi e s eng hs (~200%), an issue ha was o be expec ed gi en he
low densi y o he one wi h his esidue. Howe e , his mix u e opens up a new line
o esea ch o he use o his p oduc as a he mal insula ing ma e ial pu in o wo k
using he P ojec ed Ea h ™ echnique.
Rega ding he du abili y in simula ed ain es , a e 90 min (Fig. 12), he compac
specimens a s anda d p oc o densi y o he di e en mix u es ha e a he e ogeneous
beha io wi h mass losses o be ween 10 and 25% o hose o only ea h, be ween
2 and 5% o ea h +na u al agg ega e +lime +cemen , he mos sui able esul
is ae ial lime, a e y simila esul in he case o subs i u ion o na u al agg ega e
o ecycled agg ega e. On he o he hand, he mass losses measu ed in he o he
mix u es, wi h ecological enzymes and wi h powde and ex ile ibe s, he weigh
loss eached 40–50%, an issue ha was no la e e lec ed in he p ojec ed mix u es
ha a e de eloped in he nex sec ion.

Ea h as a Sus ainable Cons uc ion Ma e ial … 315
Fig. 12 Example o
cylind ical samples
compac ed o s anda d
p oc o densi y placed in ain
es machine
3.4 Commissioning Tes Using he P ojec ed Ea h Sys em
The sys em p esen ed is a pa en and egis e ed adema k owned by he Uni e si y
o G anada (Spain) and by he in en o s, Fuen es-G acía, R., Val e de-Espinosa, I
and Val e de-Palacios, I. [14,15]. Howe e , his echnique began wi h a ype o
machine y simila o ha used o sp ay conc e e by we means ha equi es g ea
specializa ion and high-capaci y comp esso s. Fo his eason, he p ojec ion o ou
mixes wi ha Tig e ™ plas e ing machine (Fig. 13) is now p esen ed as an inno a ion,
which does no equi e much expe ience and is much mo e e sa ile.
Speci ically, he mix u es ha ha e been p ojec ed a e he ollowing (Fig. 14):
–Ea h+na u al dolomi ic agg ega e (NA) +ae ial lime (CL90S) +whi e cemen
(BL22.5X) +wa e - epellen addi i e (WRA)
–Ea h+ ecycled agg ega e (RA) +ae ial lime (CL90S) +whi e cemen
(BL22.5X) +wa e - epellen addi i e (WRA)
–Ea h+ecological enzymes (EE) +beige clay (C) +wa e - epellen addi i e
(WRA)
–Ea h+ ubbe powde and ex ile ibe s (RPT) +CL90S) +whi e cemen
(BL22.5X) +wa e - epellen addi i e (WRA)
The mix u es we e p epa ed in a conc e e mixe wi h a p e-es ablished o de o
illing, acco ding o he p e ious in es iga ions ca ied ou by Fuen es-Ga cía [14],
o achie e he g ea es possible homogenei y. Tables 3and 4show he ideal illing
o de s o he di e en mix u es:
The esul o he p ojec ion o he di e en mix u es is shown in Fig. 13 in which
i can be seen ha he ex u e and adhe ence o he ce amic suppo ha e been e y
sa is ac o y. Subsequen ly, samples we e ex ac ed o es hem unde comp ession,
ob aining as a esul , he alues shown in Table 5. In his case, du abili y es s ha e
no been ca ied ou bu i should be no ed ha a e wo and a hal yea s, in a clima e
such as G anada (Spain) wi h annual a e age empe a u es be ween 0 and 34 °C and
316 I. Val e de-Palacios e al.
Fig. 13 a Ce amic b ick ac o y wall ha will se e as a suppo o p ojec he mix u es. bExample
o ma e ialsdosedbyweigh p epa ed o p ojec ion. cTig eplas e sp aye pluggedin ocomp esso
a p ecipi a ion a ound 300 mm/yea , he p ojec ed mix u es a e in pe ec condi ion
and no mass loss.
Rega ding he esul s o comp essi e s eng h on ca ed samples ex ac ed om
he p ojec ed mix u es, a dec ease o he o de o be ween 46 and 60% is obse ed
wi h espec o he cylind ical specimens compac ed o he densi y o he s anda d
p oc o es . These dec ease pe cen ages a e consis en wi h hose ob ained in he
p e ious esea ch such as Fuen es-Ga cía [14]. The conc e e esul s can be seen in
Table 5.
4 Conclusions
A e he esul s o all he es s ha ha e been p esen ed o he cha ac e iza ion o he
p oposed mix u es, i can be concluded in a gene al way ha all excep he one added
wi h dus and ex ile om i e was e a e sui able o use bo h in new cons uc ion and
o ehabili a ion o ammed ea h-based cons uc ions using he Tapial echnique.
In addi ion, he “p ojec ed ea h sys em” laying echnique using a plas e ing
machine is iable as a cons uc ion echnique, achie ing adequa e s eng h and
du abili y while sa ing ime and manpowe .
Ea h as a Sus ainable Cons uc ion Ma e ial … 317
Fig. 14 Resul o he p ojec ion o he di e en mix u es. aEa h +na u al dolomi ic agg ega e
+ae ial lime +whi e cemen . bEa h + ecycled agg ega e +ae ial lime +whi e cemen . cEa h
+ecological enzymes +clay. dEa h + ubbe powde and ex ile ibe s +ae ial lime +whi e
cemen
318 I. Val e de-Palacios e al.
Table 3 Ideal illing o de o he case o ea h +dolomi ic na u al agg ega e and o ea h +
ecycled agg ega e
Ea h +NA Ea h +RA
Fill o de Quan i y Fill o de Quan i y
1º Wa e All Wa e All
CL90S o NHL 5 All CL90S o NHL 5 All
BL 22,5x All BL 52,5 All
2º Ea h 1/2 Ea h 1/2
NA 1/2 RA 1/2
3º Ea h 1/2 Ea h 1/2
NA 1/2 RA 1/2
WRA All WRA All
Table 4 O de o illing sui able o he case o ea h +ecological enzymes and o ea h + ubbe
powde and ex ile ibe s
Ea h +RPT Ea h +EE
Fill o de Quan i y Fill o de Quan i y
1º Wa e All Wa e Todo
CL90S All EE Todo
BL 52,5 All Ea h 1/2
2º Ea h 1/2 CTodo
Cuacho 1/2 NA 1/2
NA 1/2 Ea h 1/2
3º Ea h 1/2 NA 1/2
RPT 1/2 WRA Todo
NA 1/2
WRA All
The use o cons uc ion and demoli ion was e, speci ically ecycled agg ega e,
and ubbe powde and ex ile ibe s om i e was e leng hens he li e cycle o hese
p oduc s, ully en e ing he ield o ci cula economy.
Ea h as a Sus ainable Cons uc ion Ma e ial … 319
Table 5 Resul s o he es s o mean esis ance o comp ession o he samples o he di e en
p ojec ed mix u es in compa ison wi h hose ob ained o he compac ed samples a he densi y o
s anda d p oc o es s
Mean alue comp essi e s eng h (Mpa)
Samples s anda d P oc o es s Samples om p ojec ed
mix u es
Ea h +20% na u al dolomi ic
agg eaga es +10% CL90S +
1% BL 22.5 X
3.88 1.71
Ea h +20% ecycling
agg eaga es (p e-soked) +
10%NHL 5 +1% BL 22.5 X
3.59 1.42
Ea h +7.5 ml enzimes +6%
beige clay
2.78 1.25
Ea h +10% ubbe powde
and ex ile ibe s +10%NHL 5
+1% BL 22.5 X
0.58 0.31
Acknowledgemen s This esea ch was pa ially suppo ed by Resea ch G oup TEP942 o he
Andalusian Resea ch Plan, unded by he Andalusian Regional Go e nmen in Spain and by he
Depa men o Building Cons uc ion o G anada Uni e si y.
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