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- 97-REDUCTION FACTOR, R 9OF Kp FOR VARIOUSRATIOS OF 6/0.574 520.536 .475 .417Pf =NOTE : CURVES SHOWN ARE FOREXAMPLE : 0 s 25" j tf I® - -— R= 0.711— (K f FORKp =0711* 3.62 =2.58SURFACEARITHMC SPIRALACTIVE PRESSUREANGLE OF SHEARING RESISTANCE, ft> DEGREES{Caquot 1 K^J^ gj^EARTHPRESSURE COEFFICEMTS-SLOPIN6 6ROUND | FIGURE
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UNIVERSITY OF HONG KONGLIBRARYHong
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Reprography by the Government Print
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CONTENTSPage NoFOREWORDCHAPTER 1 :
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- 5-Page NoCHAPTER/ : SHEET RETAINI
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- 7-1INDUCTION1.1 SCOPE Of THIS VES
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-9 -In general, the resulting desig
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"11-2SOIL2.1 GEWERALFor all walls h
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- 13 -2.3 UWIT WEIGHTThe unit weigh
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-15-S - c 1 + a s tan 0 f . (2)wher
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- 17-The effect of wall friction on
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- 19-Procedures for determination o
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-22-Table 3Wall Displacements Requi
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-24 -Passive calculations using Ran
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-26 -Vertical tension cracks will d
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-28-3.8 INFLUENCE OF GEOMETRICAL SH
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-30-(8)The depth 9 h c » below whi
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-32 -4.2 LIWE LOADSWhere there is a
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5.2 EFFECT Of WATER ON EARTH PRESSU
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-36-The rate of seepage into the dr
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-38-Table 5Filter Criteria to be Us
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5.5 CONTROL Of GROUMDWATERGroundwat
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-02-If the passive resistance of th
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6.3*2 factor oi Sa{&tt/ agcumtThere
Page 50 and 51: Other factors which may influence t
Page 52 and 53: -08-6.6 FOUNDATIONS CONSTRUCTED ON
Page 55 and 56: - 51 -CHAPTER 7SHEET RETAINING STRU
Page 57 and 58: -55-The factor of safety with respe
Page 59: -55simulates the field construction
Page 62 and 63: - 58 -Table 7 Minimum Specification
Page 64 and 65: - 60 -9.2 VESIGNThe general design
Page 67 and 68: -63-CHAPTER 10SBTLeeirs ADJACENT TO
Page 69: -65-(b)Settlements resulting from d
Page 72 and 73: - 68 -11.3 TOE PESIGNShear in a toe
Page 74 and 75: -70-provide adequate anchorage betw
Page 76 and 77: - 72 -ultimate capacity 9 and at a
Page 78 and 79: Above 0.5% of steel, they proposed
Page 80 and 81: -76-(b)(c)(d)(e)(f)Specify that the
Page 82 and 83: -78-Danish Geotechnical Institute (
Page 84 and 85: NAVFAC (1971), Design Manual - Soil
Page 87 and 88: APPENDIX ASYFBOLAA!AS* A s l, A S 2
Page 89 and 90: -85-point loadintensity of load on
Page 91: -87-LIST OFBTable.Indicative propor
Page 94 and 95: 21 in 13122 for 13323 1975) 13524 1
Page 97: UJctGOLUOfCLX I—ITUJsuooLLLL81086
Page 103: -99 -REDUCTION FACTOR, R,OF' K FOR
Page 107: - 103 -SURFACE ON WHICH PRESSUREIS
Page 111: - 107-OUTER FAILURE SURFACEINNER FA
Page 115: -Ill -CDUcOS —T3oCLC03 4->CD-Ctn
Page 119: -us -TRIAL FAILURESURFACELAYER® V"
Page 123: 0-i 0.2Nu C 0.4u.ouj 0.6ID _j> 0.81
Page 127: - ]23 -Potential failure planeDrain
Page 131: - 127-PROTECTED SURFACE>:1DRAINAGE
Page 135: IIIFOROF iHFiMfTE 0EPIHMFOROF FINIT
Page 139: -B5-SHAPE FACTORSn-JLJ*LL N eSy1-0-
Page 143: -139-c = AVERAGE UNDRAINED SHEARSTR
Page 147: - 143 -TRIPLEWALLSINGLEWALLDOUBLEWA
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- 147-StationBuilding Effe^t?^ Dept
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- 151-OR VCOR 'U'SECTIONB-BCOUNTERF
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