VI SemESTER BE DEGREE Examination, Ty/Ajgus.2092 ~ Ain Arriiep QeoTECunlicAL Fim NEERING >. Cigeye Ga (iPox a Question PAPER Sowzi0N., 7 ah \ ub \ surface explosalion, 15 on inweskiq i Y Tov yon by "g/t wh yl Ihe whith & exseotia fis jury iby "gui ba 0 pe pe Sos ke 1 as 7 economit eyigos. b cc Bes 03 obje chives 4 ad cpt ine by tll Prue Bofors bion. abo E 4 D Me cedex J ceuncrie K ox book y EEE. Bho 2) hdr y ey fowl fra La p eh e.4 ects ahi vray de see A 4 aca etonormit olesiy ¥ exceu tion ff aoe neering oak A povad cake and «by vanabion. Ie Je Bena Carcce HO cre nad Rect ‘waves aze Coeabed inko the, sod ah Mere ground. devel 55 cetboin depth yee ib a ea doclng oy aR ges in He sul og 4 fla beg a ae came A din pewmner, The: 7a) Mack wated are puked tp by the vidrabren delekow, where) braved ‘hie yee” gecordec Fibber 79 o ephones ave aaranged afoagi fice os he sheck Prodan deyite moccd away poor bhe Gia ak ven idea neds a 4 ‘ } Some of the waves known as dixceh of | pahmary ayes «brave t% idiveck(, from sheik peck bo Fee ofong goon ZeStock Pott HLL Ae lel be Men NIAID ED aa GED PHONE. B rR REFRACIED WivBsCy,) RerRacted waves Cy, A Ye Phe sib-sesh Comptes 2) cg coven) Lak nth. Jaye Semel fi Ls ey itaay\ Waves Yoo Musca ssi the dowes bodes ¥ gels fpr ted ne inbeece Tp bhe voderbying tages 19 dense, Ihe ogni led waves braved meh’ fas be, Ap eer er Preach Ee ‘pei frit i) ote CurTeR . dy = 185 cm) .\ dil= 135mny Are DE DD ga 46° 138? Nyy 7.4 Df RE A IGA up $reit Bowseh dg 2Bfmm dt Sao he DiD4 000 = SRA USE 100-26 py) Die Har 1) SHABY TOBE , dy =5lmm dj > 4 Seon Le > Sie Sn om) 49 Wu Hi fuleroy Gaeta ‘bel vowel 1 My 10,Q2-4. ey eh becbriguas, ane) )\ Re i I A pDibehes y Jumps Dwell pord se bere) i Se ptrattors uel ojohem 0) Dep Nell sypheral HAVA) Vlas MelR SY ENeLaiiabioosts pe AbLdih 4) Roe Mey AMOR on Vaceury ened. \ tev dient aa aay? S ~ CORO URL IRAE Re cP TI io) NAN e(d perl ape ten be eabedded “by He yatue method. 7 Fh well pook v hep wl oplen tan be adepbed por dewabenog EB ao Lana A Tae a voce Be Wis oe ie Wiehe we ey Abele Jadot Ben dearebes 1s cenbel lazound) = Bhat eff perk 756 Pps weg wa bes| Up llee elemeen oh OR MLL MENS) ce cljery come sand 5 aeprddy Ghevedted) iodollithe bole fo ful w eae ee fen fy . i Mae poker of Aches. E Bank bea feel P 4 Fompiey Ben bebibe, sod tercenk ox day. Von Fy 5 aged used! fo Grea be yacium va good Mn e hih | addy bo ground surfare fern ih. Wan Meda lathe) Madesty My, peeve sis i Jax sly oP OMM oN ARERR isch Lif [Be FET ccnp ame el of a aa YUN STR GED ee 7 4 eae SAA AI MEd. aod as Berman PreservedJe Dt VEER ate \ ' ( e 7 ‘eanple 9 MEAN i, Aateal i jStouckvoe of sei je ks he er 14 rood rah | RR ENC RISA biter oksiah soda I aos ip RL ts qe angen heweves by Pepresentotive if nagerah ood J 4y git a Lapny ager? She onion’ pepe cpertron of vane | send le volall wakes lonkehh, (5: preseave( pJocm Lhe, yeaph ib pleat (4 et pam J Ge Pes ef UC & a Li Ch), ouspineg 4 fox Lh same oink food phe i endo fi Ohta ce Ay AURA A whey ve wr bed \ cacmecdlo)) it Wy Wage» <4 or c a obveb 54 i b a eo a a 9 a fox all calios d 208, e- valves as joes Hie votes off drsarecsy SN fvealt \) nK Joginces’s epee we Bow: vepires gD form f, as We Moe aa tat e ae foo Ag formless yppticvodll dp ee Je 2h CO pre OP Ee Bi ae! pease ath, a gt iy ouofave | ef fin Lach Sele i Phe base of fro 4 Ke a spl cig Yha rl abeibol s ee TE i ee Be fhe at Pevtrmee. a6 disdathshed)) Vwscsee, depends if Lhe Yd aytily df foslin chor prpedas & Lhe tans y J i a YY footy 9 2 fla Me, Phe -dalarsebion af coobacl ma 1 voifesn rrnespeehive of Lpe AB gaade. indeed. 7] ele oeK 0 ee ‘ A\ a j ‘x ] UD em Rem Eunoric mnrerine ditehde sy wo Cnearaiime sou ot bana q Me eobiey r fee ly ag th ; a ee LY tole “dpe oa Phe a f Subir de (river B Ga 210 KN md Re Q3e i y Fi 2 Ae GB 3, a ie nel “ee "eg Ting 2h AL 2- am, ah sof en = GQVEN for ahs y al ABE Lin, \ og Bic BM \ ota oD rowel 4 ot a 1g] 7 / we i A 224m og lofi -remal | 6 a : = UTP EN ro! ,ie JEconpaay,, ae seu Zz neem add staph with, Cong fice 4 ee oot doe eed df veil i A or? ia means, deri Lhe game op Wed b the pee bens ae 1D, Adin: wt ® Qc Chive, Hal BEKO A, Mae abner fee Pisa? O43 63K)), ATA roe ee x Heals F418 =168KN|ro? CTocbial oles bedery al sabes of day birt E=wh= Ouida gees als 5 I 2 ce fa 24 ei |) diy! i ie 4 1 halo | ae ie We : O: OF Dame ere .Award Feoral Ghee 0 | is AVA | Frowpros Free Dare StA7e 29-8 same.) Mon Ms 2 JARI AG LE ats ARO LANGA Aha Wil fas Phe, Bae etn sy) AYE iW at bce hc k She aeoubiog fone due bo ‘sheat sboength of oo! rs deve lopecl 1S a0 Up diaethion aleng pater plue fin avrve dhabe bh wall moves Faoeds the fill due to sone Phavek che: : mi i The 504 behind the wall moved in| the BOR 3 a heme Fhe rash fiaie 13 19|!Wapmaiel divec! opbh 10h nS Vid | ) ay, ReGnonvis Geapnient METHOD os] Peocovne. de linet ab anglly and Oe wll! Mipzen fall ee he me ee (iden BD as tamchey.) © 1 Pea > Tho ou) +a called p IY) fraew gh ” aS toe Ata i" fo r. deg Sy Dau al 2 Jo BD bo cob cee) Of ah Fi | WSWith B av tenbre ¥' BT) as) sadius, daqw an q7t to cok: BDab E Hy Thong © craw FOU be yb. vie Avast) Swill, Fag verbs VEC 09) gadiuy, chownao are Lovyt BBal ks Jun cs )Tolal athive caxth feo, Ri2¥ ance) -f« (dc ken MM: cw tice BH ab an dle y vith BD. Ths bee Q5e fae [-91030) Vy ie Abbe —52._J, l4in3d i ka> 179180 pig 14:20 Pare kai Voth, = Ch)x1$% 3 =14 erfma as = Kan Yay = (09 025 x3) & Be asa Pose kat by i A tee 116492 Weve Page VWybA YS = 119 2, ce aS 19-0) re he Tee” gy ie OGD RQ 415 =5.2692 ery? To = Poyx 2s PRIADS Pas 2s = maths De f02254 19-0410 =2 ah AUSF 90% 299 4 1A-0741.5 =, P, { aeodydba. TT PITTI TAT 7777 es Face Faure (0) Toe FritureCb) Boor Faunvize (0) Us Ly ff fore ie) Bs jn frovte ohpes. f SLOPE Fakiore: occur jalong.9 suxf'416 f vohevaeils the slope al of above! ito Poe. 1 19 loldaeh Foe LA dee d ae above boe. 2s A Ta fone if a ge Prcigh toe. sliding hak 0) Slag SBA Fauve es Wiper soi ferenth He bow i \eqk Lh Jute euturs ateng 9, Soy ae hy} passes ab bene. distante SE LT 5 aN Jas es aCe Bsc Lyfe | v i o wed ISH SuP Gere PETA bl ii | Zeb) AB bo dhe! slope.) tua ciaclee > oe a9 omatenia Lh above ae 5xfaie 19 Yvided nko convinief) a2 vethiot ships or Sites Ie forces Yh, shies a nol Ped, cach, sfrta ts gosvined #0 ach redepurdrtdy, of vidb 9! Aaa b weight, Wi ef cach occ! agoumed Le ath qk r25| cenhe. 7h.9 wedi df cath shire 1 rested sho roomal EN) oad Fecgaell CT) cen cobs. f bNowmal component CIN) wid! onss) Lbroogh) centre! df robabiv9 Co) Y bente as y ae tte i Jaogeotial 7 duran 6 Jangential component CT) Caused 4 com oy e jy shite ab base ray Driorng rooment, Kye Tht a 4 ghic) - 6&1) fos enline susfa maeenh. Hecewes fyvse resising moment. Resisting moment, My= ¥ Le 2 (a1) # bang (2n)),a 0 [05 = Fe why . | : | \ \ Wee ay \ = cB bend (en), ees a vfastek iva it ( a Qeu Given, Fe ee Hem p=? at lex fa | a oe SS ee Fo .oee FevH, 1:084 14x10 Per, Tapia feo Syeo08e |) | are Heer ie es tase @) Fed tabam hf). gene. Wiss yes omg \ Saiz OFOK4 - : 4 TA ag Ges 29 = 617.20 ae ) 14 SAV HL) ... 0019x1610 , 4 ‘A i : a,Qa everpl Gheor forte’ ig a ae (onsidene ale ging of er byfardese 15 set by bith a poe OMEPR FahuRE Cn). the Ph L) There > (only Sli ee Thene 19 00 bidbry poling | bh) Faidse > mek sudden ¥2 ade 3 Sebldements: Pomtrhin SHEAR Fomvee. (F'9O) , pFailere patbewn 14 not cbseved Prove > 20 bloirg of vol foilee 19, eudden, site PGs geet ie 2 ae b) Fed bs jal rs weld defined only be I) These 19 02 Adbing 9 ie aking 1) Fasteoe 13 thavathesized 5 very om DENS coe on et Fig @ yn ‘| eas a Topas pb bs QI NESEY ONG Ret 57/35, Reg anor {4 ea) Rae oslit a) a a hen WT to HE Bree 2-0) aoa « Whea WT ion ak 24-8 | MH) K =) EFFECT OF ECLENTRIKMY wedued 9 oe ee. ee EFFECT OF weer TABLE. a has ony peiven of vihes lable Rin, Ran —7 Reduction fotker ia se aa luben WT i ab OL, 2-0 ZigeO -~» b Zuge BD , ie Reais |) neu De A a A cil freer fia db H deo Sh’ should Ae tT i! Ric 05 ¥ Reg =0-5 Rene) 6, Rae Olea eft! 54G (awe d= 0-4e iP J300K Fe Pgh i (Ow ak) at. obs 2B Kr] 2, ‘ A i yd Be Pe Foe 0 “and. \ i gy 26 Ne B. yD eng 0S Rest bat Be Nae ¥ = /0 my BXOFK334 1X OOF 5 a 220: Bx Husawogmo se) BN ie, Sa ue, 20%: 884 19d. 12D. ean, 4 Avg so a or Ba 306/664195 19) Haplexan dee | Wy B ne aK A \ \ ie i oe ioe a ote idol “ae E/N aDIKN | rm CO han ee H 1.2 oe yo \ | Dal, ' \ \i =) BP: oon! Mya QO KN] 2 a 7 234 GS lee WWaey sh B 146m Han th ! ( | A vik re i p 1 th » 1 ii y ‘ i i iit | ald By hagas ak a ‘id Mon 4 jo Veh ’ ( va ; { : .Qa. p Mle dod 13 “omagencad si V Sop beop@. (fA) | pie fotiog has a 7) base Yo ily gam 1% heck dr ad 7 > Tolle Coor liotl Votdl Wax daod| A aD a lng 2 b the base of foes b i Lh ough i *. 1) The cdaskitl zene has shrai Lae ae aly: 1 heison lal V plasbe e is er Urn bTON | 4 baa pls the seid Lompres ses hoes Nedght J) ae ponvernent 19 mony eh fully tte lagtie sald) bres dec ‘ly ajuaphin Ab GD rhrcaonl oibe ipo tven uh Khentc theory to andy fuibable fo siafle! Jooihen .| Piate Load “TeST. Abd a field test hb debeamipe the uae of dol f probable sttHersen E ac ‘a AsswoPtind of TeR2hoit'> Pynwion | ay ya) lendes girth leadyg! © Gentes, — The best cascabinlly onvsly sn teh oh ZA vip ple ab He prose Mey 1 ee He Selb keroeok cerrespeoding bo Keoerioy “Teas evel heck | A UB Gen eee on, Phe rach a8 || arin, rHee Given)) Be QB V2 Yorn In?|) qregy F-a5 ora?! on Maa a cone i ty a p08 Su ED a AY BAN, «5 1 | ah 04 Wargxooath FZ aianadasbeos 1) A A) 118 39-G) Nh a 9386+ 1aaig F > , a M276, ayenlest j K fee) ha cae me 1 a A: Aa > = (2: $22-8) 4769/24 = 603 kNQha. | Mae ARIE) AP adcebodtiine tsa) \\ ’ ; Aabefeee fa, Brel Y 5 (be clasfrokion of pile forrdakie Jased on Hae alew ad) yi My Bon i? a Davey od Mareen) 7 iN 1 by \ Tne 1) Concee 16 Pines, ave pike cdavsifred 94. / mh 2 eeinst Paehi whith ase hats ded ibs i design (ead of 907. Tho 0 f aeiinfeat dl He i Haband ph diog sloasses alo’ Hhavy cyetprenk 14 requael for honddig y 10H a nee Cash! rh a tf lex bq dength of adding Soot neo 7us3; whith \arxb frsthes classifi! 45 Driven pe pBeved ples are gees 7ylly sed fer 4 mar degign lead of 787° except “a oe ip kal a ui hy / RY Tore Puss: have) oil Barring dypaily Par cok porch hee Ailes A By Compesiié Pes: are suilable where the vy UD cst fh | oa LES; uv. i hi 4 ce ay be projct als, Begeakes Sable ee ef DAoeD ON Func Tien mt \ Ye A ping Seon Pre; ere used be branifeg, lead Hecooh wales on oof cul to a sviladtel beaving Sboaburn. ‘ aig ba, 4 2 hegde' te 2 pp Fe * )bion fond! cquryir freer of kro! farcthon. (ompeciion Piss) a7 uscd fo torpaet Yaa e Agen ula al thus 100 eu 0g bheve sean ay acrky. | \ 1) Tensor) eo UPLLEL Puss: 26 hog don the Shrubs objected bs uplf® te b yelousbe bt 09 05418 or oes eaning) momenk. Fectior) PIES: ave vised fo Joany reahen igh J iy \ when hedvy toads 47 to ansfcre 0 ‘shrato ubth 15 aval hte gh great kph. bya A by lorppocssihle jtraba 13 present i the thudre 19 jufjetbed Lo high besiien 4a oda. 1ie oe Q% Width 9 4 Oe ie hinio ong] i Bll id un Lhe Pita My a Cpt. eG i) me! 2 oy a qa yi 2 SO AGH ID 1D me = 170 EA a or > ber Piles a aching ind dell Deg? 1 Dep = it L gia J fe Mii fi an bh , wher, Ap = fxda\ a Wye : sho! Miia hw Des sl aa so hy: " 2 = 18x/413: Dien) 226i tee aie? (\t Heme foundakron ot, by the fe atbing fondaaidan lly 03 Gop ey a aa WAR oo tee DAMS \Ploldle coco 4 2oy ph ail D1a) “RPT oF Pues. rr mn, cad 4 Wh several | closely ‘spared ao Vag 2. ee eh, WME beadyachica cm of\ & Pee) may imoy rok, 4 ie ie gum of beasing \ Ly peeadead ee vb iy re | Ta bay, told ‘bay valve Q, ol Us ae a4 a Prete f i ae beaxi vatve -o) of raditidal p cde lip del 4 na 6 ‘As Bice at ak MER Nk tal ge plot cuiareg ve rod flava pts | nf i r : pees “eh for) ew SDA acam OG erty “a og d Corey. res rh Pe on 15 0c race bi a ae a Uae wale a vd pai dhe be pec 5 gigs Phat ag" ee Aon A ath 4 Lhe fs pe ak oe Wy i p> Peni an eee she Nf Ls ag >A of suf NEveniwel Skin, FRICTION: | A : 15 i fisawad dea abi : ase iN ona \ WA ae mower i y\ 4 V 1 1 Zao a “if atl Live KS me ofacodig wcpeltll nding [to the pote. This happens when the surrovndin femnyprek oibde god? be deed, ; ae. | aelentdy / hed os formed: Ve Dba fad tonsoti dikes, the ss ok rmenra fu-erth deve ¢o gt fv chion why Abd te ca0 Hin yt Ws: fosbher mlb Lhe gerdr Under ao pes, ae ay caok focgiky ie capeatlg pda ba oe Be eet i bed Boge) he. fe a) ef My Od v . ager) oe Jif ah i cal eon hy i f)) HEY bah Bk ee hl oo bo be Poke) Ae La 4 oe olephA bol) ave'ell! B he GAoles: ° Haaioet morstuse éhanges\a5) 0 hot fea of ee och kaha 0% fe ablain oy wa ber aqpacy Jes downwase Upwated Weed A uf on ae foods oa fod / fei Bod YF fri eweob \ ee css OF PIKES, aia The | telah selbleneok of pty, bys) a enol Haske slblmenk 4 pe oh ero} cavsed by bes fe ppjetHerank coved ly Ue bangs loog ple sbuf ° Aue (Glan Wt, ete). Sy “dojo a at ph abi io fin | [here of Ble tp —apitdeha, f° Hashiy Ble. hae, ong i is a ob pe tp yi at (Toe Lp 9 ToHeene faker BN Oe Chees ve menran v3), aie, bean? STOFF- TNAAREE) | ena Tea2 a Listthe mabods ‘List and explain different types of samples of soll. Estimate the position of ground water table with following data Depew whch water tale = (05m ney Water rise m1“ day = 063m Mesy = 057 3day = 05 A y = OSIm (oa Marks) 3 a. Distinguish between Boussinesq's theory wih Westergaut’s theory of stress distbution DB. Explain contact pressure distribution of soil. (06 Marka) & A circular area 6m in diameter carries uniformly distributed load of JOkN/m’. Determine the erica stress ata depth of 2m. 4m, and Si. Plt the variation af vertical stress with depth at a depth of 2m. 4m, and 8m. Plot the vatiutir io oR 4 = Explain ; Sone Fur ‘ny tevin teat, casera er is i he i b. What are the different types of settlements? Es 1) Pressure bulb ii) Pressure distribution on Horizontal plane iii) Pressure distribution on vertical plane, (06 Miurks) lain (06 Marka) A Normally consolidated clay layer is 18m thick. Natural water content is 45%, saturated, unit weight is 18kN/m’ specific gravity 15 2.7 and fiquid limit is 63%, The vertical stress "A. Ground water table is at the increment at centre of clay layer duc to foundation load is KP. surface. Determine the settlement (08 Marks) Module-3 With a neat sketches, explain types of earth pressure (06 Marks) Describe Rebhann’s graphical method of determining the active earth pressure on retaining (08 Marks) wall, tof2sen Ne Modulend Explain the types of shear failures with neat sketches. . With the help of neat sketches, explain the effect of water table and eccentric loading on . A square footing 1s to be constructed on a deep deposit of sand at a depth of 0, oe ‘bearing capacity of soil, (08 Marks) design load of 300KN with a fhctor of safety of 2.5, The ground ground level during. rainy. season Design the plan dimension Yor = 20,8 KNim’, N, = 25, Ny = List the assumptions and imitation made wn Terzaght’s analysis 7 (06 Marks) With neat sketch, explain plate load test (06 Marks) ‘A square footing 2.8 = 2.8m is built on a homogeneous bed of sand of density 18kN/m? and {= 36°, IC depth of foundation is 8m. Determine the safe toad on footing. Take F = 2.5, N= 27. Ny = 36.N/= 35, (08 Marks) Mod: 5 Explain the classification of piles based on the material and function (08 Marks) Mention the situations where the pile foundation as necessary (04 Marks) Ina group of 16 pile diameter is 450mm and center to center spacing of the square group is {Sm 1f C = S0kNim*, determine whether the failure would occur with the pile acting individually, of as a group? Neglect beariig ot the tip of the pile. All piles are 10m long. Take adhesion factor as 2 and Factor of safely 2S. Also find safe allowable load. (08 Marks) oR Write a short notes on 1) Group capacity of piles (05 Marks) it) Negative shin friction (05 Marks) fii) Under reamed piles (05 Marks) iy) Settlement of piles (05 Marks)