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lierracon <br /> PROJECT: Staples Replacement Retaining Wall Page 2 of 16 <br /> JOB NO. 81175122 Date 3/12/2019 _Comp. By ZLK, FSM CHECKED BY: RDL <br /> LATERAL EARTH PRESSURE DIAGRAM FOR CANTILEVER SOLDIER PILES <br /> ■NNW 11 NI <br /> ■ <br /> H(FT1 LISA <br /> MOM ■ ■ <br /> 1111111111111k 11 11 <br /> curUNE..:... 2 FT ■ ■. <br /> s 411111111 <br /> D(FT) 901.111111111 <br /> AdDESIMMEM <br /> LATERAL EARTH PRESSURE DIAGRAM FOR SOLDIER PILES WITH ONE TIEBACK <br /> *1/4NN6 <br /> :�nux ANCHOR 31111, TIEµAX r. w. <br /> FERCE NOLO.0 <br /> ZONE F�i •'• <br /> H(FTI Bow, steaxExr ... ... <br /> ZONE EXAM <br /> PPSEELEtt <br /> maiCUT UNE <br /> +^ <br /> .. <br /> 2 Hi <br /> F? <br /> vase MNB <br /> D <br /> (FT) IPASESVE PRESSURE <br /> ` <br /> okuoviott�E; <br /> ASSUMPTIONS <br /> • On the order of 1-inch or less of deflection at the top of the pile. <br /> • Construction surcharge on level to near-level ground only. <br /> • No utility conflicts, conflicts will be resolved in the field by the contractor <br /> • Protective coating on soldier piles does not influence passive resistance or arching <br /> • Arching of 2.5x shaft diameter. <br /> • Secondary pressure grouting shall be utilized to achieve 2.5 ksf concrete/soil adhesion values. <br /> t <br /> Form 112-5-93 <br />