BEM analysis of laterally loaded pile groups in multi-layered transversely isotropic soils

被引：19

作者：

Ai, Zhi Yong ^{[1
]}

Feng, Dong Liang ^{[1
]}

机构：

[1] Tongji Univ, Dept Geotech Engn, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai 20092, Peoples R China

来源：

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS | 2014年 / 44卷

关键词：

Boundary element method (BEM); Analytical layer-element solution; Laterally loaded pile groups; Transverse isotropy; Multi-layered soils; FINITE LAYER ANALYSIS; 3-DIMENSIONAL ANALYSIS; FLEXIBILITY APPROACH; PARAMETERS; LOADINGS; CLAY;

D O I：

10.1016/j.enganabound.2014.02.002

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

Based on an analytical layer-element solution of multi-layered transversely isotropic soils, a boundary element method is adopted to analyze laterally loaded fixed-head pile groups. The pile-soil-pile interaction is considered directly by coupling the global stiffness matrix of pile groups and the soil's global flexibility matrix at the pile-soil interface. Good and reasonable agreement is obtained between the proposed and published solutions. A typical numerical example is presented to study the behavior of laterally loaded pile groups embedded in multi-layered transversely isotropic soils. (C) 2014 Elsevier Ltd. All rights reserved.

引用

页码：143 / 151

页数：9

共 20 条

[1] BEM analysis of laterally loaded piles in multi-layered transversely isotropic soils [J].

Ai, Zhi Yong ;

Feng, Dong Liang ;

Cheng, Yi Chong .

ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2013, 37 (7-8) :1095-1106

[2] ANISOTROPIC ELASTIC DEFORMATIONS IN LABORATORY TESTS ON UNDISTURBED LONDON CLAY [J].

ATKINSON, JH .

GEOTECHNIQUE, 1975, 25 (02) :357-374

[3] 3-DIMENSIONAL ANALYSIS OF RAKED PILE GROUPS [J].

BANERJEE, PK ;

DRISCOLL, RM .

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1976, 61 (DEC) :653-671

[4] Note on the Interaction Factor for Two Laterally Loaded Piles [J].

Chen, S. L. ;

Chen, L. Z. .

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2008, 134 (11) :1685-1690

[5] 3-DIMENSIONAL ANALYSIS OF PILE GROUPS [J].

CHOW, YK .

JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1987, 113 (06) :637-651

[6] AXIAL AND LATERAL RESPONSE OF PILE GROUPS EMBEDDED IN NONHOMOGENEOUS SOILS [J].

CHOW, YK .

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1987, 11 (06) :621-638

[7] FINITE LAYER ANALYSIS OF LATERALLY LOADED PILES IN CROSS-ANISOTROPIC SOILS [J].

LEE, CY ;

SMALL, JC .

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1991, 15 (11) :785-808

[8] RESPONSE OF PILE GROUPS SUBJECTED TO LATERAL LOADS [J].

LEUNG, CF ;

CHOW, YK .

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1987, 11 (03) :307-314

[9] Anisotropic stiffness parameters and their measurement in a stiff natural clay [J].

Lings, ML ;

Pennington, DS ;

Nash, DFT .

GEOTECHNIQUE, 2000, 50 (02) :109-125

[10] Force at a point in the interior of a semi-infinite solid [J].

Mindlin, Raymond D. .

PHYSICS-A JOURNAL OF GENERAL AND APPLIED PHYSICS, 1936, 7 (01) :195-202

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