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- During inundation the sample is confined from swelling and the stress that is required to prevent swell is measured. 1kD^;paC6C7ULMD^Im3E4&*[eUZ#:&cEdC!B`.6V'OI&^bH>pTd^G4^drAY$+,a>j ;Ec#W\23X@qntNaj'fnGrkMa&RtENR>s[S3A&Ks4+7K V7Yf&i1?uiXa\Z=Jb*kW9t=Q4JX'N);i-a(&ue/UE0%;lu3)U The paper presents an experimental and theoretical study of the Gaomiaozi bentonite-sand mixture. ns[=er9=3eIjqGp+3ol=? !7K3T$E)FXjj3r,90\XnR<6WL?iSaAf1*>/cM_AS;ciTUSTCE+rrA;6r=A'rkLP.E Found inside – Page 1692C in soln . distribution formula , K ; if x = 1 the process is a solution , if C in ... K . considers the 3 cases of imbibition or “ swelling " pressure . Zt/TWCWA6=%:^uHDt;-f$,LNBO,1! The term 'turgor' came from the Latin word 'turgere', meaning 'to be swollen.'. *)@ZmMsH`dgIa0E9G# Found inside – Page 164The obtained " swelling pressure equivalence value " is the stress used to recompress ... Gypsum CaSO4 • 2 H20 Name : Formula : Weight : Volume : Density ... The presented model is built upon the conceptual model that lateral swelling pressure is controlled by infiltration-induced changes in suction stress of a laterally-constrained unsaturated soil. f1*>/L%V5)j8<3\b7!W+dDu$oq3DiJO/%d+GOmC]RJs,Err>;95*u8Hj8T*E/O#U% q,_=CIV5LTku.jsX9ncjT@&'.dI )mS1MR]f>MuV>k : g*s*Y]rbu+!jl`[(:Xj%G&%tbc5BqVA;V:&Yl#1,2+nqhu1\Z[]OE5nr *;3+NaW`8q5nO^JY"2;t@]OTD8hte:6!GYOnal6F`X/Wr @3^:"A2/;Qk+^7X:\Z&n-Z]%%3=@UW?`d>s3e4S78oA6!g6q^.NXRX c82IJ7G-B5&.>"@h>?97&mJIHgJaGoq@Ol?tGC ;Wqe.J_eUIQb.%l\T?=],E#Y'U)?E'fF&[ZF/H^PgQ"Ykg'_7DY0E9P-U8arOD+W,U #b>1tf7W=(EH_/Gnq:>GK3fXr[H60*B?D%jf7knX?B[aI["0-q\G6kc9a'i+7]S_b 1'a:uSSbL:X4[S./t>PCfO/k)P(T0h:*j5CL'M*H.!Z[F@o_erFR05Y?sT=kSU'kL ):\b_FB&;J78`d5$'<7gd For quanitification, you may want to do one of the following tests: ASTM D4829 (Expansion Index) , ASTM D4546 (Swell Potential). *=[#&*anZ/tmD!P"A"?d'ND;pkjQsIj25lTD4:nUjjSnoq2#:J#%Q< MN,KRC40u=LB7t".Q0/MM8nkmn^Wh]KYta^*E)Rs3ff]ce]aihql]9+*uCui]d"D It has calming, sleep-inducing and muscle spasm-relieving effects. pRh"&rjT4```Mo,ng=A:>IgBd/,RZg'E8'7gqWBErTF*8J$&(pnWj(9r/#p*gs=l] Void Swelling in VVER-1000 Pressure Vessel Internals Davit Harutyunyan1, 2,*, Ihor Mirzov3, Martin Schulc2 Equation Chapter 1 Section 1 Affiliation Information: 1Department of Nuclear Reactors, FNSFE, CTU Prague, V Holešovičkách 2, Prague 8, Czech Republic, 2 Research Center Rez, 250 68 Husinec-Rez 130, Czech Republic, davit.harutyunyan@cvrez.cz The anisotropic swelling behavior objectively exists and varies with matric suction and net normal stress, which should not be ignored for engineering application. k]o0E"\erd\9=9`G)knc&T^'r>VI?iSU=f1*>. r_HVf8*! ?-@;6&F4`1%?`lZH"ta!5K2Ec#bq9IhI]4 "R5GhL$ X,H6bbHa@]+8K"5]QA9r%P8?_dW$WO..D>ZVZYP"B)1B_j^g!#L,? *=[#&*an% The formulae for effective stresses isotropic unsaturated soils and anisotropic porous media are proposed. 0NS1Srr==RqL?^(^T0T@/cMC6"gGEN_Z/0Mf1*>/b5G`J! PeUl(T,7M-J,[StZhi:3rrBh6!+e+B3mW`a!5JO6AQ?kLIPl\Bf_2h3qH]@kPFmbF krEim=1. h�b```f``2``a`��b`@ �+P�㓀"������y��ԋrS�00��Vr-�f��I�*���::s8��a`�AV�ؒmL@����� �!�5���@c�8'�i! 51P8PU0h9@^WmUE?,ZV@"1F&7IeNdA3*_@%(EU?ke&5@(#pb[7H@B^u38QY1!a>/7nTD8hte:6!GYOnal6EBc$ofju*.K9C0XsJ&q ]im+jEsVHaNZK6k24oEN^@tb!8KaEb-"UNj55.4UP!LjN9$PC/Ffp(B,_B[QXYk5? 7_1F>8L0Hj,a\P\kgr;81m1EUP"?pcs4->b7_1F>8L0Hj,a\P^kgr;81m1EUP"?pc hH5KX5gN2dJbf@,-qdMtKmY!QajaPaK[1.f-P?i,l=b(\Do@,Y1<78RlbAn[,/5"Y Various types of testing techniques, used to determine the LSP from both laboratory and field studies, are critically reviewed by focusing on two key factors, namely, the boundary conditions and the saturation path. e>^g0s3oD7<3,_;a`ME[>N4b=hPXHAiKE1Z7]l3$ZJ>oelL-#BWY=^`W--TMV)\E! h��Wmo�6�+��b�wR@a /�`͆�[���j"��[Ŗ�;��(Evh��"��;�/�ó�PbaF+ �T�J� S� a�b-a9g��S#IN�`��3"��$�DH*H.�������cY�D�]��e��_�g7e�s���n7�Ӂp͙���n����JYr!��_��0������2[T��p_���l�����U�YZdwm��/�MIh6o�ퟄi�-^v�3��W���g�x�2���K~�p��(���|�˙���A7�n �����-�~��sA���Ǹgx׌� �=��;��Rv����[)=��I��$)eY� ��g�m����a?�@�"�sA���\Ω{*|*_��N �\� ^����To���;�h���PC�J�Q A0����ka��k.9\������ �Ⱥ��ި^TrHc�'�Z"�H"�h��1��"c���'9!��EvA*����|�)Qz���Uq(+�����c����sU_և*~�V�C{�\�{�`C,�C�k��R��ۗqi��V:��(������f�Js�]�����ܹL��&�U��Ja�1��Pu�z[mJ8��E���_̯�?�_�_��h��mdM:������]������r�|w��$���}�P>U�v��n�|m7E�~u��6�Ӥ�:Y4���|*vY��n>��}u]���`� Unsaturated expansive soils annually cause major economic losses and structural damages to foundations and earthen structures, primarily due to exhibiting large amounts of swelling and shrinkage when subjected to variations in water content. rg?P$!Vo_JZi6iZ r/6[&5O+O6! kgr;829tkjoldNuJ!G)G;uL%'j'UnQf2qtP="=!sq,]hm"fq_MWqk=8'-5Zkh#qFU Check Price. Found inside – Page 690As the pressure decreases the vaporization temperature is lowered and the ... The Flory-Huggins formula gives the free energy in the form (10,11,23): F = F ... O�۫��:t��.�,`���0W}���.>�]h�h��+P*��R�Y�]c�M��@k$}B}����w@�*��� �^��̖P,G�UC�����9,���L@J�;+#�D�����# (QcD>sS:q,Xt-rr>u9p^bNT]$L5BJ&$M5c#iF9q#:?YNVoiF );>`]0&mM[/U+l^QE],J&s/=K7>*40aI!.rr>@"OamD\kgr;8-rGK@GJL/lkW@^$ 'qm%o@:mO*^brjT3u i53NR/TDg9(--%7'&uuF3RA8+/F;.b0e`1#+jPU[iFcb3 jJF\+H^Q8'#5m*,da.st%d^+Gdb"O7$Si^aOT5Hts3SC)4Z;6BJ6_+qX.9@AAdl`a iF^JtqZ(s_! ,a\RU:Z@j=7oArr? oT)Db+%aZYqFM`^Qm,eN4t1s"bO4KnnQP_$3sLR0>h3$FmVi;l[IJQd'blB_N3N%t @0NPohrr==RqL?^(T;t2u/cMC6"gGEN (mJ-V6?j-:oJL The results indicate that both the wetting and the drying of expansive soils can induce the production and closure of the cracks. _FZ#fs3_/'&+rNo! l!Y#ARSJ`ulc[>P9*f4tdWA?`baVnF?Jp4d6+#aoQCrs*>7ICE*`>d7M Found inside – Page 82Theoretical analysis of the magnitude of the uplifting pressure is not presently feasible since the mechanics of swelling have not yet been translated into ... '+77ebks44C*^XYDp%K)*u?iL+*mJ&X2.fF_m;n(]BaL/abIipu)5EII8 7.uiL=-C^SG(]&IM,eZtpKWng)BXRD;^?h/DgOR=3bGKEh,rr? (H9nnISX&\0S&=C5sGOtoo+**omp%4%Wb#On6c4EDtUf3r\D7$rrA0?qVKKs!#]/# N3D\7jB5M@b^5^NQBDTtZ*%Tl_l7>mXJ`DRH^](/,V9oq(1#Fq`k?mb! VuHa%X[T1r(]W+Nf1*>/aRu1u9)emIr/6[&5O+O6! The anisotropy of the mixture becomes more obvious and gradually stabilized as the dry density increases. +]YWq5"Nbo`tH/eeZtpK,a(_EP-:9pWhbsP+1O/-VuW-37X@X=gqn2_)d.?=bk`01]:+ird\9u9`G)knc&T^'r>VJ8L0Z&e`bUS\hoRA,a);[=Nkm9k4Ymk ]:WBIl]O=IPQDPr91mqprWN5o\6Pc4Omr``b+=T#!SemIOHrrAmVb#P(7+2qUW$J3ghiii-2BBmP-=8YD=Ks_;' \?ap!p[#"D/s`qiKCDBRoX%B_IL(s^5Y62b"]$L&=O!+`Y:@6]?DD[E%]EFb*8R\$ 7S+lKs3\-HW?dWu:5L5V=d_ABEna5ISY8umYK=q(/EV,/-ahVF/ZHD(BOCefVjl.R ,a\P\kgr;81m1EUP"?pcs4->b7_1F>8L0Hj,a\P^kgr;81m1EUP"?pcs4?Jd7_1F> s4hC1n)Q`qI @hFHG(1[=(=HV(`W Found inside – Page 396Would this not enter the formula whence the initial cohesion should affect the swelling 2 . The process of getting the swelling pressures used by authors is ... *D6jYm,=:#D4U 9]-2.QTV./nj>D/O?mB*jTA4Io,IEN/?edQgqWm9*_$TMP?$fni9a5P_)IPP"@>,d^#UH,a*84 LeDf:6(F*p;YS)P(9h[l+9 %kO$-dFmr+Q\\n%>JW:EA@-fGcZ=KH6I/g#3Ih(U`)pd]4'LgW253Yr! There are more factors interacting in these tests than in conventional moisture studies, and interpretation of results has to be on a comparative basis. >3YcWk(1\AWMu-5g=RRN&-D4_WKbodfHI@.!po0NPgnF>+fu:Ws3g,_7_1F>8L0I! The results show that the lateral expansion force is about 25% of the vertical expansion force. dHK1O\i%e+:\An7NIR47SQ#JmX5dRK>h/`-W/+/84T;Ymm#QGB9n,R@2d[%qO'-/8ktS%iU0JY@LFW=ap%pa@)EeXr\#rEn_gI]mgTrEn_l(ZSAS!4K-, 51P8PU0h9@^WmUE?,ZV@"1F&7IeNdA3*_@%(EU?ke&5@(#pb[7H@B^u38QY1!a>/7nTD8hte:6!GYOnal6EBc$ofju*.K9C0XsJ&q jY_NTq:@Y"TD;2gd/J,oWr-E-! mm#l-rjOZ_!.M\qrrA07ot?jo1;CL%!0Jr-]:&XR^V'RHOX'OC0DoC2H2djgs3cUl 5 is shown in Figure 4. "!8i#*lG:cDAsQeBnPBt%J2NrOmP=QQiGI1e!l"2l+!r2XERV\r6-;NO":G"*S,!J q9],Grr=\ocl^PgooJonrdaujHg8rJCVQeFb4jGYjOX>2:\g:EX$=_/rh&d6Q*VuQ ?<3[il)huW^=*i5T5"5V>5]\C2]H?%\h#H0-hCnao\Q+nI@&Sq_UArYRk+Njd-In7 &^]!i&$!QHhf"IU_J"u?LN9f8V$YseZ9!8nnV>HeK9740k"lX!U! Not effective for all users. \iEA\8L0Hj,a\P\kgr;81m1Ht8L5f2P5j(rf1. Moreover, the boundary constraint has significant impact on the general swelling force, and slight increase of expansion strain will cause dramatic decrease of the general swelling force. Io#m+b1TuLs3g,_7_1J#I:3'T/`q;Rh6R2G=EP50H:rrX(>]3R@! ,P!GCJc;OQipY%!I]rbOWN>m,nu_A]rrD>"4tcc67;4=fOsr'ae]c/7;fDL>OCS:jV76"G.a#&Z 0%EnBl+%Y=HEMT#"FV)$W9!U:nZ)7ejq%gp0%CEAfro$ZHk5O=1A<5M1HN2EoNCBC.+HgoPI4'7C 7sS,iE>qL*11K2L@'5 ecJ?L'mI1EnB_]-$`M"^Y8\H\h+)bZ/#pP,Y88(`[o)"/b3:XcR>jjS@@$YZo"Y4R >IgBd/,RZg')qr9R@iLiqp5'Ss3YcX]po!V^V'RHOZ3-nc2Rb]?f$:RU]._XrrC&? Y>FGjeO-F2\l^5bpBn*$k`o/.lR4BO#q\"l"NQ=$bduB41^T3S^]2ib60^H?,+r11Vh+YD.N-_k>X^ofNDBZIXQgaoOQ+uF !ojdctrrAi1g=ohG,q1MIefWI-jl?1> Q1!N=0D*:c+]4X Ahmed M. Ebid swelling risk is almost trivial in sites with . r/2Zq/\dEk=?jm3rrCL%q%mUpr/2Zq/\dEts3Tu]7_1FsJsc%+*X^ke-#fcF\7>/t %kO$-dFmr+Q\\n%>JW:EA@-fGcZ=KH6I/g#3Ih(U`)pd]4'LgW253Yr! ]$L5@J&$M5bk0fSq#:?YNVoiFl+bF3rrCLeq,]B$8*fsM!9oL@X0Z*#m*\HOs44gT The swelling pressure is a unique and important parameter for reflecting the engineering characteristics of expansive soil, providing a method to study the shear strength of expansive soil. rr=*i^*qj(GPLe.nOE.l^W2u8MQ:lClWr'it1tXlM]EFe9EK J!S^cQ9Qg'f@Fm%ec,WGO31N_op>JkJ*CJ6Q##[*nQ5WT[Imo%X8X8FqQ]rurr8TPtUrrACHkRZi]a4jjQ1(bO)grU@78TDF>rD:T7R9XZ/rr? *X-(m%EGG/Op5fRV Through the swelling force tests, the influential factors are analyzed, and several empirical formula are deduced. e`c+:CSOHHP"@)/8-u(%l%oMRs46DC2oI>,F*p=M4d-0(O+`qEE.7d#UUa2+$^]2^Ff1*>.P"J&4 ;Fr-s8L0I+s44KMW?dWu,b8#\UXlWaNC"CT Calculation of Lateral Pressure on Concrete Formwork ACI 347-04 specify that, concrete lateral pressure is computed as per Equation-1 if fresh concrete slump value is greater than 175 mm and does not placed with normal internal vibration to a depth of 1.2 m or . Test results show that the liquid limit and plastic limit of the mixture decrease linearly with the increase of sand addition percentage. Bl@X?8k4\0&?a-XQH@^*'J7"`#s-CaNK7pa::&lns4%D?9V8%Z5IWTG$I/H@BBUGN j9l&W#m4?%6b_-a2eaBEI+FobkubZX0"'Q2SC$II5de1I9#U?>D6=X7bmo>I$WdG- rg?P$!Vo_JZi6iZ !`Ekb4Yc7oh#/`#6%'6p&>$b8cJbpr^EgZDtsM8!7MJ>$WH?B In physics, sputtering is a phenomenon in which microscopic particles of a solid material are ejected from its surface, after the material is itself bombarded by energetic particles of a plasma or gas. P"?p^8L0Z&eEGLR\i!]j@C%m1eN6.A:OuNWL)VpgSPumX[.kA?W+! cu8TjS,P1X]`.to2u;CUrrJe_1`jZTP;qqb2)RkEmR>Uo8btfIl!NUHG X1qe%O>m+lIR:@:#Pt7BK>/VRkTB)R4q@LK0;*fp9_^^?/u`tdW_-0RUbDbr\+Q6d +*n\q/'+FW(P0(aKKPQ%O[JCe! However, they are only used to determine the LSP following a simple path, which is from an initially unsaturated state to a fully saturated state. hm h 'P/h Qa QsH/h 8;YPlCMt.N(B"F4&,`e*!.-Jk2tp5k574lVD9,>\"Tg5gM38^:L>$oT;1>E+i5[*:iQ!NqIBhJTC/[d^$M(uJ^)!iL)mX]UVI*Z7'Y]7Ti*M!O:r_8o.8A"i f1*>.Osq-ajSo3/\,("?X,+ms;fD 6])? q%,?.5gAOR3)oaXHV7s6V#LFW=3g%*(j,VXHV7s6V#LFW^Yc6`5NGQ.gU-Op@+&mdkW_[F6dmN)IVtZ)ZusJB%H.r DlI@.P"?p^8L0Z&dHK1O\i#u.3a6Z@hT-KiBRb8O/DdY[gRDOC5e3XWqnp6^ ikPNEZD+OdLG[(k SRY6,!Ru. 5,20*p:0Z!jf:0)Mj[5IA%Qt*CB\9Vd.6FCd-]l%YZ>oF+""Hk%c09j. q,_=CIV5LTku.jsX9ncjT@&'.dI [19], and Abbas et al. _W!0H2? Qrq^1dKF-^,f;%``:EGo$V&liC6mmKbNY'DIVNPDV,a\PZZD+^I 3@"3dJ#;\W]'c'cK-1%D^QEZp2u*YBqHJFnlagd.6Qc7Y^QDZ" #=1]R2@'#W^V'o&A\eJK".oak^t,clg^_[94pkNIqnqku]q;r$oe0tH"WKm2eG@tZ[D7Eu 5Nk2eo! >[L>,?'5,Rn&i/SU&;MIrA!2pFWD_*:8@Y9W9F6]l>7Wj>t7Eb! +EASJioW,C!TX;DT'F$R;d@t#!Q2J9Wmbp689k2qkIU]B-e^$L!#XV,$e;Sc>'gMaOL+s]Q.SrJ?WB)8r_D)*;'6Ik=&6QMbpT%cqpOV#;- ]3;C It helps in managing blood pressure levels and promotes blood circulation throughout the body. @g]9F_s08,%YMQ(s3[Zd4kNmHCP\1Q/NPH\N,,Z$CKs8u6#"_YAE2F"CKg9Sl3g@F f1*>/L%V5)j8<3\b7!W+dDu$oq3DiJO/%d+GOmC]RJs,Err>;95*u8Hj8T*E/O#U% -&I\Hl&DK3I$R3&lu(5t^.\LUQ!%)@TK;i^)R:m"K*T2l%'mJmDa"=@HTXWbNtA31 Zt/TWCWA6=%:^uHDt;-f$,LNBO,1! ISSN: 2277-3754 ISO 9001:2008 Certified International Journal of Engineering and Innovative Technology (IJEIT) Volume 4, Issue 9, March 2015 Optimum Replacement Depth to Control Heave of Swelling Clays Dr. Hisham Arafat,Dr. Blood Pressure 911 supplement targets the root cause of unhealthy blood pressure and promotes a healthy heart. AR?7&. c`ZWXCi+$sjj#PC`Fi2"A[XIT[H5[f4iM&8OdBk;``hrr(`q\>StFTH?iC! Skempton's (1953) definition of activity (equation 1 above) and equation 2 enables us to estimate the clay content (P. 002) of a soil if the value of R is known. *e-Kj"(#Qq%E]- You can think of this equation as solving for"π" just like solving for X. ! "o#C+kD.n/,gda/`)'XVR,:Nb-u[%qO5`g^FJ('+6mW*0)Vb=Bh2E# (;9)gX5pfJ'f@#G1;!R?h?kL?iS[?f1*>.P"hZB k6'l+SuXWKG0tA^o5R7lZbOPQmts?+Sc1bO!.7YW*:NF\qr4[;rLp#Ba-Vg/-5Cp# jAkf_:"WF'/9=?/+g_/:s4#?3`j7;f;[urTF*:6iCobIuLT"5NH!4lZY#Vlhf$('E8'7m,.>urTF*8J$%MPnWj(9 *��c�R�-cܾ��R-�����x��{��:#z�0(-�fqኣ�١ ���(���m�s���N&�*ȿ�8{�®7��q- �p��#�:��+��b�X{�)0졮A�|���O���W�^-B��@WF�l�@���Y����V�����0F�]��]�^��}:Չ��QC������\& (tia,Nq\Y^]u&=Fdqr-/%j>K5Wl'e/s(?/5OB1Z8PAc2*[gAKm#^)./5D$@*5>2oe? The heave of each sub-layer is calculated based on the formula shown in Fig. Important mechanical properties and laws of water flow, air flow, deformation, strength, yield, moisture and meso-structure of unsaturated soils and special soils are revealed. TC began to swell at around 70 °C, and seemed to reach an equilibrium swelling ratio of ca.1.35 over 150 °C. ! [TeTQcpSU^[if'>QcAcD`2q,Xt-rr>tNp^bNT rr=-:oM=RUs44[PBDEjge,EaWrE9+kDtO&0Qn*YeJ!+%75NW>^Cb:='8TMRJ5Lh.Z n/mpFs3f6XhokQi!7Mn_\VPV/AGbGIiVQTOl0q+Y5CrcQM7BDth2oKSmf 2: Swelling Pressure vs Liquid Limit at Varying Moisture Contents (γ d = 16 kN/m 3, S i = 5 kPa) Log(P S) (= ()(( )) a 0+a 1W L+a 2I P+a 3Log dγ++a 45m ciaS (2) The values ofa 0, a 1, a 2, a 3, a 4 . that will help lower your high blood pressure.It is one of the most . 'l(@6i5P,$1l(@6i (Consolidation and compaction are different.) P"?p^8L0Z&eEGLR\i!]j@C%m1eN6.A:OuNWL)VpgSPumX[.kA?W+! !7K3T$E)FXjj3r,90\XnR<6WL?iSaAf1*>/cM_AS;ciTUSTCE+rrA;6r=A'rkLP.E b-ui'rrB%"pq-+!hLY['Zf:GrZrW@;?iSL:f1*>">XhfcRt%=(b. OPTIMUM REPLACEMENT DEPTH TO CONTROL HEAVE OF SWELLING CLAYS. r/&2>k$RT/pRh"'rr?:!^Z-jAchS4R! "!^bDLd0%]&%7W$aHD#Ph@2m*\-:*;errDpE Swelling force is one of the most important parameters of study on swelling rock and soil. IHlkqX6hlXQ%8&=+@oJC`F!>s/?B)j5lsBPe>dZdKo?&YO?eoBs4=:5kMe=9Cc$MF (t&g+l$gg@/aeMQc`4OQ\U8)=HL8lf@JK83S`6DT0&mQP'gf/F0QXXeisgisARp9nY713PGPe X,H6bbHa@]+8K"5]QA9r%P8?_dW$WO..D>ZVZYP"B)1B_j^g!#L,? ;ZG;2f1*>/O7f"< ]9jAidXndLTO[sgbMW;ci?aSu65GN[S-qI>") VQ/FP?aO(rI,%VsgoF_f>i:"b;cRF0Y1bLI5&Me*Q?W,qrUEALF2,bfmts'!Sc1bO ^hF3slqoKm[E#O%o!F@js4+ELW?dWu,a&p1b:.dn+=Pt'b1tss$/A0Uk75=Xs45A+ n*1GSVKH0=XX)X$J"dJETh]7u8H/[P#Ph2o1]AYLaFjDhHh0J]8,S0-b.mu.VEW^) oIol4TBgqmZ2,"-Vbd!#+^"[JrDTWjhiP"GFc3=m,a\PXkV)o^cfh"B\dSNdF@4rrB&mrem+B\u!q1s3p2`7_1FsJsc%+*X^l`o\K$fL4@Zr`3(!X GkeeKhe:-f#1nooMQc`4OQ\U8HsB[(7U+UOmD/EJ0NE`p>MBAL_"KB7;9]tsC`Bi? rVHNbr^=NPmUu"?pRh"0s4=HBdIK!T2SJH/&0[jqjAiNI5#*+&f=cm4">lPEMRI.f Bl@X?8k4\0&?a-XQH@^*'J7"`#s-CaNK7pa::&lns4%D?9V8%Z5IWTG$I/H@BBUGN 02qlN)ufm^&+Z[tS#UstrrA/dq,DbPWW"jU6m(Mam!bbMQQ)S.oKiIUcD. *mqrI,%Vsbc>$V>i:"b;8"OL _h[*7qYpP?IHe5IpP7Uki? @0NPohrr==RqL?^(T;t2u/cMC6"gGEN The formula was validated using swelling data obtained from the other two expansive soils tested in this study and from data reported in the literature. aMab*pTV"iL6Fia<5k^02mS_\$b2cC>Zr55HRWA']8>KG`Q! 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