zone of tensile stresses in the foundation of a concrete dam - durcheva

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dam design, tensile stresses

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  • ZO!>EOFTENSILESTRESSESUl1Htf DA1~)

    The ecuccenee of o 011 tbeo-perotl~ lo.odhavebeenestablhhod

    r~. ~~. Ao io le...,hce

    ATronslatedf..,.Gidrotekhnloheok...,Stroitel 'ot",No.9,pp.32-l5,Sept..,ber , l98].

    00l8-8220/82/l60'J-0"81$01.~ e> 19~) Pie"""' PuOJiah!ng Coq>rat!on

  • n,. 1. Dofonoa tionof tho conuct one

    ~~.:~:~!~::k~ ~~~~ ::~;=:~::~~, ~~. con< oot plane; l'-0') dofoTUtion.o of the rockfounda tion;l-3,1 '-werhouesectlono l l .lnJ>OWerh"""eoectlono "lth unitoof the first pb.ontbe oolidltyof the con toct under thcupatreu. f oce"oo notdio-turbod, ondintheotllcrooet1onsthot ooccurrod o ..,olllocd (vithout otreoo relle f In t h