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PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON SOFT SOIL ENGINEERING Recent Advances in Soft Soil Engineering


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PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON SOFT SOIL ENGINEERING Recent Advances in Soft Soil Engineering
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目录

  • Section A Keynote Lectures
    A1．FILLS OVER SOFT SOILS IN SEISMIC AREAS-SPECIAL PROBLEMS AND SOLUTIONS James K.Mitchell(U.S.A)
    A2．VACUUM PRELOADING AND SOFT SOIL ENGINEERING J.H.Qian,W.B.Zao & Y.Lou(China)
    A3．ORIGINAL CAM-CLAY Andrew N.Schofield(U.K.)
    Section B Engineering Properties of Soft Soil;Constitutive Relationships & Numerical Methods
    B1．UNDRAINED STRENGTH BEHAVIOUR OF SOFT ALLUVIAL CLAY UNDER TRUE TRIAXIAL TEST C.Anantasech (Thailand)
    B2．LAI CHI KOK MARINE RECLAMATION-CASE STUDY R.H.Bramall(U.K.)& M.J.Raybould(H.K.)
    B3．NUMERICAL SIMULATION OF WET GRANULAR FLOW D.H.Chan(Canada)
    B4．ONE DIMENSION CONSOLIDATION OF SOFT SOIL UNDER CONSTRUCTION LOADING B.P.Chang(China)
    B5．NUMERICAL STABILITY OF STRAIN WEAKENING FINITE ELEMENT CALCULATION Z.H.Chen(China)& D.H.Chan(Canada)
    B6．NUMERICAL AND FIELD STUDY OF A BRACED EXCAVATION CONSTRUCTION IN HONG KONG Y.M.Cheng & Y.Tsui(H.K.)
    B7．SETTLEMENT PREDICTION USING OBSERVED DATA AND ITS FEEDBACK TO ORIGINAL DESIGN Eiji Wakita(Japan)
    B8．COMPUTATION OF LAND SUBSIDENCE IN SHANGHAI WITH SECONDARY CONSOLODATION EFFECT X.Y.Gu,W.Deng,D.N.Xu & Y.Liu(China)
    B9．FAILURE OF AN EMBANKMENT CONSTRUCTED ON COLLUVIUM NEAR WOLLONGONG.AUSTRALIA Buddhima Indraratna & Zhi-bin Tang(Australia)
    B10．GEOTECHNICAL PROPERTIES OF ARIAKE CLAY IN SAGA PLAIN-JAPAN M.Khamehchiyan & Y.Iwao(Japan)
    B11．APPROXIMATIVE PREDICTION OF SETTLEMENT OF PEAT DEPOSIT K.Kogure & M.Aoyama(Japan)
    B12．A LABORATORY INVESTIGATION OF THE PERMEABILITY CHARACTERISTICS OF HONG KONG MARINE CLAY P.K.K.Lee(H.K.) & K.H.Xie(China)
    B13．CONSTITUTIVE EQUATION FOR THE BEHAVIOR OF CLAY IN OVERCONSOLIDATION STATE AND UNDER CYCLIC LOADING S.R.Lee & J.Y.Kim(Korea)
    B14．TRANSIENT RESPONSE OF SINGLE PILES IN LAYERED HALF-SPACE Z.X.Lei(Japan),Y.K.Cheung & L.G.Tham(H.K.)
    B15．EFFECT OF STRESS PATH ON THE PARAMETERS OF THE NONLINEAR ELASTIC MODEL AND ITS APPLICATION Li Boqiao,Liu Zude &Du Wenshan(China)
    B16．RESEARCH ON CONSTITUTIVE MODEL FOR SOILS Liu Kaiming & Qu Zhijiong(China)
    B17．A UNIFIED FOR MULA OF NONCON FORMING VARIABLE-NODES ELEMENT Qmm6 AND MICROCOMPUTER PROGRAM Lu Xiaoyang(China)
    B18．ENGINEERING GEOLOGIC CHARACTERISTICS OF SOFT SOIL IN LOWER REACH OF THE YELLOW RIVER Ma Guoyan & Wang Xiyan(China)
    B19．THE REGULARITY OF COEFFICIENT OF CONSOLIDATION ALONG WITH PRESSURE CHANGE & THE IMPACT OF PRECONSOLIDATION PRESSURE Ma Xun & Chen Huan(China)
    B20．PREDICTION OF PORE PRESSURE AND DEFORMATION OF ANISOTROPICALLY CONSOLIDATED CLAY DURING CYCLIC LOADING Masayuki Hyodo,Motohiro Sugiyama,Yoriharu Kawata,Noriyuki Yasufuku & Hidekazu Murata(Japan)
    B21．LATERAL-TORSIONAL RESPONSE OF FRAME ON SOFT SOIL LAYER Masao Watanabe & Jun Sakamoto(Japan)
    B22．MECHANICAL PARAMETERS OF CLAYS IN OSAKA BAY USEING MINI-TRIAXIAL TESTS T.Matsui,N.Abe,K.Oda & Y.Nabeshima(Japan)
    B23．NUMERICAL SIMULATION OF DRAINED CREEP DEFORMATION OF TAR-ISLAND DYKE CLAY M.M.Morsy,D.H.Chan & N.R.Morgenstern(Canada)
    B24．DEFORMATION ANALYSIS OF CONCRETE FACED ROCKFILL DAMS DURING RESERVOIR IMPOUNDING Shen Fengsheng,Chen Huiyuan & Pan Jiazheng(China)
    B25．SIGNIFICANCE OF STRESS PATH IN THE ELASTO-PLASTIC ANALYSIS OF SOILS Zhujiang Shen(China)
    B26．INFLUENCE OF ALLOPHANE CONTENT ON LIME-GYPSUM STABILIZED SOILS E-K.So & C-Y.Ying(Japan)
    B27．THE CACULATION OF DEGREE OF CONSOLIDATION Soong Y.W.& Tang Y.Q.(China)
    B28．THE STUDY ON GRORND DEFORMATION DUE TO WELL PUMPING Miau-Bin Su(Taiwan,China)
    B29．INFLUENCE OF COARSE GRAINED SOIL ON THE COMPRESSIBILITY OF CLAY M.S.Subrahmanyam(Macau)& Narayanan Raju(Malaysia)
    B30．SIGNIFICANCE OF THE AI RESTPRESSURE ON GEOTECHNICAL ANALYSIS Y.Tsui & Y.M.Cheng(H.K.)
    B31．STRESS-STRAIN-STRENGTH BEHAVIOR OF SHENZHEN RIVER CLAYS Tsui Y.& Lin Peng(H.K.)
    B32．CONSOLIDATION CHARACTERISTIC OF XINHUI MARINE CLAY,CHINA Y.Tsui,P.K.K.Lee & Y.M.Lam(H.K.)
    B33．INFLUENCE OF STRAIN RATE ON STRESS-STRAIN-STRENGTH BEHAVIOUR OF UNDISTURBED PEAT M.Tsushima & T.Mitachi(Japan)
    B34．THE ELASTOPLASTIC ANALYSIS OF PILE-SOIL INTERACTION BY FINITE ELEMENT METHOD K.R.Wang & Y.Jing(China)
    B35．ELASTOPLASTIC ANALYSIS OF THE PILE-SOIL-CAP INTERACTION BY FINITE ELEMENT METHOD CONSIDERING BIOT CONSOLIDATION K.R.Wang & H.Q.Liu(China)
    B36．COMPARATIVE STUDY ON SAMPLING OF SOFT CLAY R.L.Wei,N.X.Wang,S.H.Yang & B.Sun(China)
    B37．PREDICTION OF COMPRESSION INDEX FROM SIMPLE SITE OPERATIONS AND SIMPLE LABORATORY TESTING FOR SOME OF THE HONG KONG SOILS H.Y.Wong(H.K.)
    B38．TWO DIMENSIONAL FINITE ELEMENT METHOD ANALYSIS ON A 200M HIGH CONCRETE FACE ROCKFILL DAM Xiao Xiaojun(China)
    B39．THE THEORY FOR THREE-DIMENSIONAL FINITE STRAIN CONSOLIDATION OF SATURATED SOIL Y.L.Xie,Q.Y.Pan & G.X.Zeng(China)
    B40．FEM OF LARGE-STRAIN CONSOLIDATION Y.L.Xie,Q.Y.Pan & G.X.Zeng(China)
    B41．TIME-DEPENDENT STRAIN FOR SOFT SOIL Xu Riqing,Gong Xiaonan & Zeng Guoxi(China)
    B42．A NEW ELASTOPLASTIC CONSTITUTIVE MODEL FOR SOIL Yang Guanghua(China)
    B43．ANALYSIS OF ONE-DIMENSIONAL CONSOLIDATION IN CLAYS APPLYING A NEW ELASTIC VISCO-PLASTIC MODEL Jian-Hua Yin.Jack I.Clark,James Graham & Michael Paulin(Canada)
    B44．ON THE ELASTO-PLASTIC MATRIX OF MODIFIED CAM CLAY MODEL Yin Zongze(China)
    B45．BACK-ANALYSIS OF SOIL NONLINEAR PARAMETERS OF OIL-TANK'S REINFORCED FOUNDATION Fan Yu & Tie Ru Wang(China)
    B46．TEST.ANALYSIS AND STUDY OF HIGHWAY ENGINEERING CLAY IN GUANGDONG Zhang Xiqin(China)
    B47．STUDY ON THE SETTLEMENT ANALYSIS FOR UNDERCONSOLIDATED SOFT CLAY GRDUND Y.Q.Zou,J.B.Wang,M.X.Shao,& J.Z.Chen(China)
    Section C Deep & Shallow Foundations;Deep Excavations & Tall Buildings on Soft Soil
    C1．BOULDER REMOVAL IN STRUTTED SHEET PILE BASEMENT EXCAVATIONS IN HONG KONG S.W.C.Au & K.F.Man(H.K.)
    C2．RELIABILITY ANALYSIS OF BEARING CAPACITY OF COMPACTED EXPANDED BASE PILE Chen Xiaoping,Qian Pingyi & Zen Shiping(China)
    C3．DESIGN CONSIDERATIONS FOR STRUCTURES ON SOFT SOIL Jerry C.F.Chen(U.S.A)
    C4．INVESTIGATION AND ANALYSIS ON PILE FOUNDATION OF SHANGHAI CENTRE F.Y.Fan & Q.H.Mo(China)
    C5．ULTIMATE BEARING CAPACITY AND SHEAR STRENGTH OF SOFT SOLS D.Z.Gao & M.Z.Feng(China)
    C6．UPLIFT LOAD BEARING CAPACITY OF BLOW REAMED BULB PILES IN SOFT SATURATED CLAY Guo Zhikun,Huang Xiaoping & Yang Jianman(China)
    C7．PERFORMANCE OF SHELL FOUNDATIONS ON SOFT SOIL Nainan P.Kurian(India)
    C8．THE EFFECT OF EXCAVATION FOR BUILDING ON EXISTING UNDERGROUND TUNNELS K.M.Lee(H.K.)
    C9．THE TREATMENT OF SOFT SOIL SUBGRAD OF THE HYDRAULIC STRUCTURE BY SINKING-PIPE PIILES Liu Zhixiang(China)
    C10．THE COLUMN INTERCEPTING-JACK LIFTING RECTIFICATION TECHNIQUE FOR THE TILTED BUILDING Lu Peiyan,Lai Qionghua & Xie Yingen(China)
    C11．THE ACCIDENT ANALYSIS FOR THE FOUNDATION SETTLEMENT OF A BUILDING IN JIANGMEN CITY P.Y.Lu,G.H.Yang,Q.H.Lai,G.N.Pan,H.Cao,G.L.Ni.Y.E.Xie & L.Z.Xiong(China)
    C12．PRESSURE GROUTED MINIPILES FOR A 12-STOREY RESIDENTIAL BUILDING AT THE MID LEVELS SCHEDULED AREA IN HONG KONG J.Y.H.Lui,S.P.Y.Cheung & A.K.C.Chan(H.K.)
    C13．PERFORMANCE OF RETAINING STRUCTURES FOR DEEP EXCAVATION IN BANGKOK SOFT CLAY N.Phienwej,A.S.Balasubramaniam & T.Sutabutr(Thailand)
    C14．APPLICATION OF FOUNDATION UNDERLAYER OF COMPACTED LANDWASTE IN THE FOUNDATION TREATMENT OF HIGH-RISE BUILDING Qian Zhishuang(China)
    C15．PLASTIC FLOW THEORY FOR SOILS UNDER COMPLICATED CONDITIONS Ruan Huaining (China)
    C16．SOME EXPERIENCE FROM SOFT CLAY FOUNDATION TREATMENT UNDER SHI ZI LU EARTH DAM Shi Xiangmiao & Yang Zuge(China)
    C17．THE PRINCIPLE AND APPLICATION OF PILE-SHALLOW FOUNDAION METHOD IN PILE PROBLEM TREATMENT Tao Hongtao(China)
    C18．PREDICTION OF LOAD-SETTLEMENT CURVE OF AXIALLY LOADED PILES Tao Zhong-Lu & Lu Shi-Ming(China)
    C19．ESTIMATION OF CARRYING CAPACITY OF UNDER REAMED PILES FOUNDED ON LATERITIC SOILS N.Thayalan(Colombo)
    C20．PRESENT STATE AND FUTURE DEVELOPMENT OF PILE FOUNDATION IN COASTAL REGIONS OF SOUTH EAST CHINA D.Tsui(China)
    C21．THE METHOD OF SPLINE-FUNCTION TO COMPUTE BEARING CAPACITY ON PILE LOAD TEST Wang Guoti(China)
    C22．EFFECTS OF PILE STIFFNESS ON BEARING CAPACITY Q.T.Wang & X.N.Gong(China)
    C23．THE PRACTICE OF USING SATURATED SILTY SOIL AS THE BEARING LAYER OF BOX FOUNDATION OF HIGH RISE BUILDINGS Wang Yuedao & Wang Chuangyong(China)
    C24．ANALYTICAL SOLUTIONS OF SINGLE PILE TIP RESISTANCE AND ITS CRITICAL DEPTH Wei Jie(China)
    C25．CAPACITIES OF PILES DEFORMED BY GROUD MOVEMENTS I.H.Wong(Singapore)
    C26．MODELLING CONSOLIDATION EFFECTS IN DEEP EXCAVATION IN SOFT CLAYS K.Y Wong & S.M Edwards(Australia)
    C27．ANALYSIS OF PILES-SOIL-CAP INTERACTION Xiao Zhouren & Li Xianfan(China)
    C28．MULTI-APPLICATION OF STATIC BOLT-REACTION PILE PRESSING-IN MACHINE Yang Muhuai,Han Yifu & Zeng Songshan(China)
    C29．q-y CURVE APPROACH A CALCULATION METHOD USING PHYSICAL INDEXES OF SOIL TO DETERMINE P-Y CURVE OF SOFT CLAY Ye Wanling & Zhou Wei(China)
    C30．SOIL MASS DEFORMATION CAUSED BY PILE DRIVING Y.L.Zhao(China)
    C31．APPLICATION OF PARAMETER IDENTIFICATION IN DEEP CUTTING ENGINEERING Zheng Biyong & Tan Yuehu(China)
    C32．NUMERICAL ANALYSIS OF A DEEP EXCAVATION IN SOFT CLAY G.L.Zhou & Z.Q.Li(China)
    C33．SURVEY AND ANALYSIS OF THE CAUSES OF LATERAL MOVEMENT OF PILE IN SOFT GROUND Zhou Zezhong & Qian Pingyi(China)
    Section D Stability of Slopes & Embankments
    D1．AYALYSIS OF LANDSLIDE MECHANISM FOR STRUCTURES ON SOFT SLOPE Chen Jincai(China)
    D2．APPLICATION OF SATELLITE REMOTE MEASURING TECHNOLOGY IN MONITORING THE XINTAN LANDSLIDE IN CHINA Fu Bingqing & Wang Dehou(China)
    D3．PROFILE OPTIMIZATION FOR EMBANKMENTS ON SOFT SOILS J.De Jaeger(Belgium)
    D4．A MANAGEMENT TECHNIQUE FOR THE CONSTRUCTION OF EMBANKMENT ON SOFT SOIL DEPOSIT S.I.Kim,S.R.Lee & B.S.Chang(Korea)
    D5．DISCUSSION ON LANDSLIDE OF ZHENJIANG CITY J.M.Li(China)
    D6．ANALYSIS AND TREATMENT OF SLIDE OF THE GULAO STONE EMBANKMENT Lu Peiyan,Chen Xiaowen (China) & P.K.K.Lee(H.K.)
    D7．FINITE ELEMENT ANALYSIS OF PROGRESSIVE FAILURE OF SOFT CLAY SLOPE IN MORWELL OPEN CUT J.L.Somerville,P.D.Wood & J.Z.Zou(Australia)
    D8．CONSOLIDATION CHARACTERISTICS BY FIELD MONITORING Chung.R.Song,Da.Y.Oh,Soo.S.Kim & Byung.S.Chun (Korea)
    D9．EARTH PRESSURE AND SLIDING SURFACE OF SLOPE Wang Zhao(China)
    D10．STRENGTH PARAMETERS IN STABILITY ANALYSIS R.L.Wei & L.Zhang(China)
    D11．SLOPE STABILITY ANALYSIS BY VARIATIONAL APPROACH C.S.Wu & H.W.Chen(Taiwan,China)
    D12．THE LAGRANGIAN METHOD FOR SLOPE STABILITY ANALYSIS J.B.Xing,C.Dang,X.G.Wang & Y.J.Wang(China)
    D13．PREDICTION VS PERFORMANCE OF SETTLEMENT AND PORE PRESSURE DISSIPATION OF EMBANKMENT-LOADED SOFT GROUND J.S.Younger(H.K.)
    D14．PROBABILISTIC STABILITY ANALYSIS OF TEST EMBANKMENT ON SOFT BANGKOK CLAY J.Z.Zou,D.J.Williams & P.D.Wood(Australia)
    Section E Improvement of Soft Soil & Recl amation
    E1．IMPROVEMENT OF DEEP SOFT CLAY WITH SAND COMPACTION PILES A．Asaoka,T.Kodaka & M.Nozu(Japan)
    E2．REINFORCEMENT OF SOFT GROUND USING DEEP MIXING METHOD WITH CEMENT HARDENING AGENT Cao Jianchun,Zhu Dafu & ZhangJianhua(China)
    E3．ANALYSIS AND REINFORCEMENT OF ABUTMENT BREAKAGE Chen Zhenxiu & Shi Guobing(China)
    E4．DESCRIPTION OF SOFT SOIL TREATMENT BY CEMENT TYPE CHEMICAL GOUTING Cheng Jianji & Kuan Jianzheng(China)
    E5．STABILITY ANALYSIS ON THE BRIDGE PIER OF HUKENG BRIDGE IN XINHUI CITY Y.K.Cheung (H.K.),Lu Peiyan & Li Siping(China)
    E6．TEST RESEARCH OF FOUNDATION IMPROVEMENT OF LARGE SCALE OIL STORAGE TANK BY VIBROFLOTATION METHOD Cui Jiming & Zheng Junjie(China)
    E7．IMPROVING VERY FINE SAND LIQUEFACTION SUBSOIL WITH VIBRO REPLACEMENT STONE COLUMNS Han Xuanjang & Wang Saobai(China)
    E8．STRENGTHENING OF A SOFT SENSITIVE CLAY BY ELECTRO-OSMOSIS K.S.Ho & K.Y.LO(Canada)
    E9．THE APPLICATION AND APPRAISAL OF DEEP SPRAYED AND STIRRED METHOD IN TREATING SOFT-SOIL Li Meixian,Su Qinghong,Chen Yongfu & Zhou Yingying(China)
    E10．ANALYSIS OF CENTRES OF VIBRO-STONE COLUMNS IN LOOSE SAND FOUNDATION Li Yunfen &Zhang Weiping(China)
    E11．TESTING STUDIES ON A REINFORCED SOFT FOUNDATION WITH GEOTEXTILE Lin Keqiu & Bao Chenggang(China)
    E12．THE ANALYSIS OF THE CAUSES FOR CRACKES IN THE PILES OF ZHONG BRIDGE IN XINHUI CITY Lu Peiyan,Ni Guangle,Xiong Lizhen. Yang Guanghua(China)& Tsui Yuet(H.K.)
    E13．APPLICATION OF THE GEOTEXTILE IN THE SUBGRADE OF THE SOFT SOIL BASE Luo Zhiqiang & Tan Shilin(China)
    E14．DISTURBANCE OF SOFT CLAY LAYER BY COMPACTION SAND PILES H.Oikawa,Y.Miura & M.Thushima(Japan)
    E15．CONSOLIDATION OF SOFT FOUNDATION WITH RUBBLE Wang Jizhong,Sun Yuwen & Zhang Liting(China)
    E16．RESEARCH ON COMPOUND FOUNDATION REINFORCED WITH BLASTING FXPANSION DOUBLE-ASH PILES Yang Muhuai.Ding Zhonghua & Zhang Xianfa(China)
    E17．DYNAMIC COMPACTED GRAVEL COLUMN-A NEW KIND OF COMPOSITE GROUND Z.Q.Yang & R.Wang(China)
    E18．THE BEARING CHARACTERISTICS AND BEARING CAPACITY CALCULATION OF LIME PILE COMPOSITE FOUNDATIONS Yuan Neizhen.Wang Rixin,Chen Zetao & Chen Dechun(China)
    E19．THE STUDY AND APPLICATION OF THE ANTI-FLOATING EXPLODED AND EXPANDED STAKES USED IN THE SATURATED SOFT SOIL ENGINEERING Zhang Guanzhou(China)
    E20．DISCUSSION ON THE EFFECTIVE REINFORCED DEPTH OF DYNAMIC COMPACTION Zhang Lijun Ding Douwen(China)
    E21．SOME PROBLEMS IN IMPROVING SOFT CLAY FOUNDATION BY VIBROFLOTAT1ON METHOD Zheng Junjie & Cui Jiming(China)
    Section F Centrifugal & Other Models;Field Monitoring & In-situ Measurements
    F1．FIELD TESTING STUDIES OF SOFT SOIL FOUNDATION Chen Zhenxiu &Zhang Taiping(China)
    F2．PRELIMINARY RESEARCH ON COMPACTING SATURATED SAND LAYER FOUNDATION BY BLASTING DYNAMIC COMPACTION METHOD Ding Xiangnan(China)
    F3．SETTLEMENT BEHAVIOUR OF BRISBANE CLAY G.J.Hobbs,D.J.Williams &K.Y.Wong(Australia)
    F4．SOME CORRELATION BETWEEN STATIC(DUTCH) CONE PENETROMETER TEST AND PRESSUREMETER TEST ON COHESIONLESS SOILS G.M.San Juan(Bangkok,Manila)
    F5．CONSOLIDATION TESTING OF HONG KONG MARINE CLAY WITH ROWE CELL P.K.K.Lee (H.K.)& K.H.Xie(China)
    F6．LOAD DISTRIBUTION IN SOFT CLAY REINFORCED BY SAND COLUMNS C.F.Leung & T.S.Tan(Singapore)
    F7．SOFT CLAY SUBGRADE STABILISATION USING GEOCELLS-EXPERIMENTAL AND FINITE ELEMENT INVESTIGATIONS S.Y.Mhaiskar & J.N.Mandal(India)
    F8．CENTRIFUGE MODEL TESTS ON THE CONSOLIDATION BEHAVIOR OF SOFT CLAY IMPROVED BY FABRI-PACKED SAND DRAIN M.Kitazume,M.Terashi & T.Katayama(Japan)
    F9．USE OF NEW IN SITU TESTS IN SOFT SOILS Rolf Larsson(Sweden)
    F10．TESTING AND ASSESSMENT ON THE EFFECT UPON SUBROUNDINGS DURING PIPEJACKING Shen Shuilong & Shao Lizhong(China)
    F11．QUALITY AND SHEAR STRENGTH OF UNDISTURBED CLAY SAMPLE OBTAINED BY VARIOUS TYPES OF SAMPLERS Y.X.Tang,H.Hanzawa & H.Tanaka(Japan)
    F12．MODELLING PROPRIETARY TRENCH SUPPORT SYSTEMS IN VARIOUS SOILS Jian Bing Wang,Frank Harris,Paul Olomolaiye(U.K.)
    F13．THE THEORETICAL AND EXPERIMENTAL STUDY OF TORVANE SHEAR DEVICE Wang Shien,Liu Zude & Liu Chaochang(China)
    F14．THE STUDY OF A LARGE-SCALE HEAPED LOAD PRECOMPRESSION TEST ON A ORE MATERIAL SITE Wang Shien,Min Siyong & Liu Zude(China)
    F15．PIEZOCONE PENETRATION TESTING IN HONG KONG AND CHINA D.G.Youdan.Laurie M.K.Poon & M.Lovell-Kningt(H.K.)
    F16．DETERMINING CHEMICAL GROUT EFFECT ON THE SPOT BY ACOUSTIC ELECTRICAL METHOD F.X.Zhang,H.Ceng,Q.H.Dong,J.G.Lin,T.W.Huang & W.H.Peng(China)
    F17．EXPERIMENTAL RESEARCH ON LARGE-SCALE PILED RAFT FOUNDATIONS BY MODEL TESTS IN SOFT CLAY J.R.Zhang(China)
    F18．CENTRIFUGAL MODELING OF FAILURE MECHANISM OF HIGH REINFORCED RETAINING WALLS Zhang Limin,Hu Ting,Huang Dashou,Li Xieling & Zhang Suhong(China)
    F19．DESIGN OF HIGH REINFORCED EMBANKMENT AND CENTRIFUGAL VERIFICATION Zhang Limin.Hu Ting,Huang Dashou,Xie Xiaoquan,Wang Changqin & Liu Jieqing(China)
    F20．STUDIES ON THE HYDRAULIC GRADIENT SIMILITUDE METHOD IN GEOTECHNICAL ENGINEERING Zhang Zhenguo(China)
    F21．IN-SITU MEASUREMENT TECHNIQUE AND APPLICATION IN ENGINEERING PROJECT FOUNDATION Zhang Baosen(China)
    F22．CONICAL SHAPE FOUNDATION ON UNDERMINED SOIL GROUND A.Zh.Zhusupbekov,B.A.Bazarov,Jao Min Lun & A.G.Dyluk(Kazakhstan)
    Section G Offshore Engineering & Dynamic Problems
    G1．STUDY ON DYNAMIC RESPONSE CHARACTERISTICS OF SOIL-BRIDGE FOUNDATION INTERACTION SYSTEM K.Akai & T.Tsuji(Japan)
    G2．THE SEISMIC SETTLEMENT ANALYSIS OF THE TONGJIAN BUILDING Chang Baoqi & Shen Liying(China)
    G3．SEISMIC STABILITY ANALYSIS FOR THE EARTH DAM OF TANGXI RESERVOIR,GUANGDONG PROVINCE Chang Baoqi & Yang Lianfa(China)
    G4．DYNAMIC CHARACTERISTICS OF PILE IN CLAY UNDER CYCLIC AXIAL LOADING Jing Yongxin & Chen Zhuchang(China)
    G5．A BOUNDARY PROCESSING METHOD IN SEMI-INFINITE DOMAIN FOR AXISYMMETRICALLY DYNAMIC PROBLEMS Liang Guoqian,Wu Shiming & Chen Longzhu(China)
    G6．EARTHQUAKE-INDUCED PERMANENT DISPLACEMENT ON SOFT SOIL FOUNDATION Liu Hanlong(China)
    G7．THE MINERAL COMPOSITION AND CEMENTATION OF MARINE SOILS IN CHINA H.X.Luo(China)
    G8．ELASTO-PLASTIC RESPONSE OF SOFT CLAY UNDER EARTHQUAKE LOADING Luo Xiao,Wu Shiming & Zeng Guoxi(China)
    G9．RAYLEIGH WAVES IN A POROELASTIC SANDY HALF-SPACE L.Z.Wang T.D.Xia & S.M.Wu(China)
    G10．REFLECTING LOADING ON THE OBSTACLE FOR EXPLOSIVE WAVE IN THREE PHASE SATURATED SOIL(I) Wang Mingyang,Zhao Yaotang & Qian Qihu(China)
    G11．TRANSMITTING BOUNDARY AND SEMI-INFINITE ELEMENT ANALYSIS FOR STEADY STATE RESPONSE OF AXIAL SYMETRICAL FOUNDATION T.D.Xia & S.M.Wu(China)
    G12．STUDY OF THE BEHAVIOR OF SOFT CLAY UNDER LOW-FREQUENCY CYCLIC LOAD AND IMPROVEMENT METHODS Zhang Keling & Li Jisan(China)
    AUTHOR INDEX
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