Language: English
ISBN/ISSN: 7561128134
Published on: 2006-01
Hardcover
The 4th Asian Joint Symposium on Geotechnical and Geo-Environmental Engineering (JS-Dalian 2006) is to be held on Nov.23-25 at Dalian University of Technology, Dalian, China. The symposium is to be jointly hosted by the State Key Laboratory and the School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, China and Kyushu Branch of Japanese Geotechnical Society, Fukuika, Japan.
The main purposes of the symposium were determined as followings: (1) to enhance the skills of engineers or researchers of North Eastern Asia in the field of geotechnical engineering and to exchange the mutual understanding of the research and practice among the Asia countries, (2) to have informal discussion under the umbrella of “symposium warmly, in which the discussion involving all the participants is highly expected, (3) to extend the exchange of the information to the practice and research to the whole Asian region, and (4) to offer a platform of international corporation for private business sector in the field of geotechnical engineering in the countries of North Easter Asia.
The symposium covers four keynote lectures and seven technical sessions for oral presentation. The keynote lecture are given by the invited scholar form Japan, South Korea and China. The 111 papers from Japan, China and Singapore will be registered in the proceedings after critical review. The Symposium focuses on seven aspects as:
(1) Soil characteristics
(2) Shallow and deep foundation as well as retaining earth structures
(3) Slope stability
(4) Geo-Environment
(5) Geo-Disaster
(6) Soil improvement and earth reinforcement
(7) General problems and others
Table of Contents
Preface
Organization
Keynote lectures
Zoning for liquefaction and structural damage during the 2005 Fukuika-Ken Seiho-Oki earthquake
Construction risk management and monitoring
I Soil characteristics
1. The self boring typed in-situ friction test (sbift) and its technical characteristics
2. Study of electrical resistivity feature of remolded expansive soils
3. Undrained cyclic shear characteristics of dense volcanic coarse-grained soil, “Shirasu”
4. Theoretical analysis of expansion of cylindrical cavity based on the extended SMP criterion
5. Comparison of incremental load and constant rate of strain consolidation test results
6. A pressure-dependent hyperelastic constitutive model for soils
7. Effect of degree of saturation on the liquefaction strength of in-situ sandy soils
8. Theory of 1-D consolidation of visco-elastic soft clay with impeded boundaries under cyclic loading
9. Discussion of depth of crack propagation of unsaturated expansive soils
10. Digital properties of geo-material images
11. Quantitatively study on soil microstructure using electrical resistivity method
12. Mechanical behavior of marine clay under cyclic loading
13. Laboratory study on static strength and resilient modulus of grading macadam
14. Experimental study on compression behavior of unsaturated remoulded clay under controlled matric suction
15. Swell potential and strength of expansive soils modified by surfactant
16. Experimental study on axial strain rate of frozen soil under cyclic dynamic load
17. Experimental study on dynamic shear modulus and damping ratio of saturated clay
18. A comprehensive approach to modeling the constitutive behavior of unsaturated soils
II Shallow and deep foundation as well as retaining earth structures
19. 3-D numerical analysis of time-dependent behavior of superstructure-piled raft-foundation interaction system considering consolidation effect
20. Seismic bearing capacity of spread foundations on sloping groud
21. A simplified computational method of lateral dynamic impedance of single pile considering the effect of separation between pile and soils
22. Slip line analysis using a nonlinear failure envelope with application to the design of shallow foundations
23. Influence of density of sandy ground on the scale effect of footings
24. Visualization of vertical bearing capacity on steel-piles-sheet-piles using X-ray CT scanner
25. Model studies of influence of soil-water interaction on anti-uplift of foundation
26. Elastoplastic finite element analysis on uplift problem of ground anchor subject to repeated loading
27. Application of ADINA in three-dimensional finite element analysis of pile-soil interaction
28. Centrifuge modeling of the behavior of a circular foundation on the ground consisting of municipal solid waste incinerated ash
29. Numerical analysis of a single cast-in-situ pile of long length
30. Effect of soil strength nonhomogeneity on bearing capacity of deeply-embedded large-diameter cylindrical structure on soft ground against lateral loads
31. Perturbation approach for solution of buckling pile with large deflection
32. Three-dimensional FEM analysis on mechanical characteristics of Deping Metro Station foundation pit in shanghai during project excavation
33. Analyses of FEM based on visco-elasto-plasticity of reinforced cohension soil retaining wall by geogrids
34. A commoosite material model for interaction of reinforcement and soil
35. Finite difference solutions of piles subjected to laterally nonlinear distribution loadings by biparameter method
36. Numerical analyses of bearing capacity of suction bucket foundation
37. Interaction between upper and lower pile and behavioral analysis of pile and soil in O-Cell test
38. Analysis of mechanical behavior and stability design of piled bridge abutments in soft clay
39. Ultimate bearing capacity of suction caisson foundations in undrained soils
40. Upper bound limit analysis of bearing capacity of rectangular footing on homogeneous clays
41. Bearing behavior of strip foundations on undrained two-layered subsoil subjected to eccentrical loading
III Slope stability
42. Regional seismic slope instability assessment using newmark’s method and geographical information system
43. Limit analysis and optimization design of slope stabilized by piles considering pore-water pressure effect
44. An investigation of hydromechanical behaviour and transportablility of rock joints
45. Dam slope seismic stability analysis based on suggested seismic coefficient figure of high earth-rock dams
46. Risk analysis of slope disasters in a large area using GIS platform
47. Global search for critical failure surface in slope stability analysis
48. Regional slope failure hazard mapping by using GIS and Monte Cairo simulation method
49. A new rock mass damage model and its practical application
50. Further study on constitutive relationship9 of jointed unloading rock mass
51. Simplified ananlytical method of fracture and damage mechamics on non-transfixion jointed rock mass
52. Simulation and analysis of construction course of high rock mass slope in the cokeoven plant of magang company
53. Solution and analysis on low strain longitudinal dynamic response of anchor bar-surrounding rock system
54. Application of Cosserat continuum model to geotechnical engineering
IV Geo-Environment
55. Site Classification and site quality evaluation of the land for waste dump
56. Recycling of construction wastes in Japan and a study in China
57. Copper migration in unsaturated soils
58. Elution characteristics of pollutants in cement-mixed and dehydrated contaminated sediment
59. Using survival analysis to estimate statistics of censored environmental observations
60. Mechanical and leaching properties of the air-cement treated soil using incineration bottom ash
61. Seismic response and stability evaluation of municipal waste landfills
62. Consideration on groundwater flow in Holocene series based on the vertical distribution of salt concentration
63. Experimental study on infiltration and transport of ammonia nitrogen through clay soil layer
64. Effect of acid treatment for coal fly ash removing heavy metals to utilize as a geo-material
65. Design and realization of underground environment information system in major projects
66. Analytic solution of non-sorption zone expansion with considering limited adsorptive capacity of soil
67. Numerical simulation on fault-age affection the contamination movement in MSW dumping sites
68. Research progress and some key scientific problems of degradation wetland ecological environment in China
V Geo-Disaster
69. Liquefaction potential evaluation for cement-treated sandy ground
70. Anisotropic seepage analysis of a concrete-faced rockfill dam
71. Combined analysis of wave-induced pore pressure in the seabed beneath a breakwater
72. Static liquefaction of sand in triaxial and plane-strain tests
73. Development of new erosion control apparatus for high erodible volcanic ash sandy soil
74. Analysis on the large-scale shaking table test of dynamic soil-subway station interaction
75. Three dimentional saltwater intrusion simulation and mitigation proposal by using geographic information system (GIS)
76. Dynamic centrifuge modeling and analysis of clayey strata
77. An attempt to estimate economic loss caused by typhoon considering global warming
78. The influence of soil-structure dynamic interaction to the seismic design of integral bridge
79. Study on soil-pile interaction in longitudinal vibration in layered soils
80. Study on seismic response of bridge group piles-single pillar pier at liquefaction site based on large-scale shaking table model test
81. Study on seismic interaction of pile-soil-bridge at liquefaction site based on large-scale shaking table model test
82. Study on seismic response of bridge single pile-pillar system in liquefaction site based on large-scale shaking table test
VI Soil improvement and earth reinforcement
83. Effect of bond rolling resistance on yielding of bonded granulates by discrete element analyse
84. Some characteristics possessed by acceleration method of self-weight consolidation using vertical drains
85. Triaxial strength and deformation of sand reinforced with non-full horizontal-vertical elements
86. The reinforcement and construction method for embankment by using low quality surplus soil and municipal waste incinerator ashes
87. Application of the generalized-node-based meshfree method in consolidation analysis based on Biot’s equations in soil mechanics
88. Evaluation of load transfer mechanism on deep mixing method combined with earth reinforcement technology
89. Dynamic analysis of the cast-in-situ concrete thin-wall pipe pile composite foundation
90. Evaluation of settlement of the improved ground with floating type columns in low improvement ratio
91. The application of shoring technology for complex soil nailing wall in soft soil stratum deep foundation ditch support
92. Drainage mechanisms for the high vacuum densification method for soft soil improvement due to porous water pressure difference
93. Evolutionary optimizing the anchor parameters of cavern group based on three dimensional numerical simulation-SVM nonlinear model
94. A FDM solving method of large-strain consolidation of multi-layers super soft-woil
95. Modeling study of prevention water crosion by geosynthetics
96. Elastic-plasticity FEM analysis of soil-reinforcement composite material through model test on stepped reinforced soil retaining wall
97. Engineering applications and technical economical efficiency of a new type solidified agent material
98. Application of the special clay solidifying grouts in reinforcement of Jinlong reservoir dam in Guangxi China
VII General problems and others
99. Structural flowable fill using excess foundry sand: a pilot study
100. Plastic concrete using decomposed granite as the aggregates for the cutoff wall in stage II cofferdam of Three Gorges Project
101. Forward simulation of ground penetrating radar used in soil subgrade void detection under cement concrete pavement’s slab
102. The temperature adjustment for backcalculated semi-rigid pavement moduli
103. Simulation to test procedure of sandstones
104. Study on mechanical parameters of unloading rock mass
105. A multi-objective fuzzy dynamic programming method for project investment
106. Building resonace device
107. Numerical simulation on mechanism of circular laneway loose rock zone
108. Construction technology of daping station tunnel in Chongqing light-rail construction
109. Reviews and latest developments of back analysis analysis in rock mass mechanics based on optimization method
110. Research on the deformation of crack under compressive loading
111. Upper-bound limit analysis of bearing capacity behavior of shallow foundation under combined loading
Author index
