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1. Study on Flow in Fractured Porous Media Using Pore-Fracture Networ.. [2239]
2. Formation of layered fracture and outburst during gas hydrate diss.. [1829]
3. 基于双重逾渗模型的裂隙多孔介质连通性研究 [1824]
4. The Effects of Grain Size Distribution and Structure on Mechanical.. [1713]
5. Effects of the Spudcan Penetration on the Adjacent Foundations [1660]
6. Experimental and numerical analysis on the responses of slope unde.. [1650]
7. Cementing Material on Mechanical Property of Calcareous Sand [1565]
8. 天然气水合物快速加热分解导致地层破坏的实验 [1542]
9. Response of the Bucket Foundation in Calcareous Sand under Horizon.. [1470]
10. Dissociation Behaviors of CO2 Hydrate-Bearing Sediment Particle du.. [1462]
11. 饱和砂土液化研究新进展 [1447]
12. Experimental Study on the Responses of Bucket Foundations in Cal.. [1431]
13. 一种堤坝管涌探测方法 [1402]
14. 一种基于逾渗模型的裂隙岩石渗透系数确定方法 [1395]
15. Numerical Simulation of Liquefaction Deformation of Sand Layer aro.. [1385]
16. 地震引起的飞石运动过程初步分析 [1382]
17. 砂土沉积物中甲烷水合物降压分解渗流阵面实验 [1381]
18. 颗粒级配和结构对粉砂力学性质的影响 [1372]
19. 四氢呋喃水合物沉积物静动力学性质试验研究 [1364]
20. 粉质黏土周期荷载后的不排水强度衰化特性 [1352]
21. Experimental Study of Pore Pressure and Deformation of Suction Buc.. [1344]
22. 碎屑流沿坡面运动的数值模拟 [1342]
23. Experimental and numerical simulation of water adsorption and diff.. [1338]
24. On the Bearing Capacity of Suction Bucket Foundations in Saturated.. [1317]
25. Dimensionless Analysis of the Simulation of Bucket Foundations und.. [1314]
26. Responses of saturated sand surrounding a bucket foundations under.. [1308]
27. Liquefaction Potential of Silty Sand Surrounding A Bucket .. [1276]
28. 水合物沉积物力学性质的实验装置和研究进展 [1270]
29. 降雨作用下滑坡转化泥石流分析研究 [1254]
30. Numerical investigation on the initiation mechanism of debris-flow.. [1254]
31. 水合物沉积层中考虑相变的热传导分析 [1248]
32. 水平荷载作用下张力腿平台吸力式基础的物理模拟 [1233]
33. Fracture of a slope by percolating [1227]
34. 水合物地层中考虑相变的轴对称热传导问题 [1226]
35. A Dynamic Loading Device for Suction Foundations in Centrifuge Mod.. [1225]
36. 粉土中CO_2水合物的稳定性条件 [1220]
37. Heat-Induced Evolution of Phase Transformations in Tetrahydrofuran.. [1214]
38. Centrifuge modeling of suction bucket foundations for platforms un.. [1207]
39. 天然气水合物分解对结构物稳定性影响实验装置 [1205]
40. 钙质砂地基中桶形基础水平动载响应实验研究 [1202]
41. Centrifugal experimental study of suction bucket foundations under.. [1189]
42. 天然气水合物地层渗透率研究进展 [1188]
43. 钙质砂的胶结性及对力学性质影响的实验研究 [1168]
44. 饱和土中剪切带宽度的研究 [1160]
45. Study on the Capacity Degradation of Bucket Foundation in Liquefie.. [1158]
46. Numerical simulation of the responses of the seabed on the dissoci.. [1152]
47. Dynamic Responses of Bucket Foundations [1150]
48. 沉积物中水合物形成机理及分解动力学研究进展 [1135]
49. 垂向动载下饱和砂土液化发展的数值模拟 [1125]
50. Study on the Mechanical Properties of the Tetrahydrofuran Hydrate .. [1124]
51. 低渗岩心驱替过程中的压力分布特征研究 [1119]
52. 饱和砂土中孔隙水压力的计算方法 [1114]
53. Advances in study of mechanical properties of gas hydrate-bearing .. [1103]
54. Initiation and development of water film by seepage [1102]
55. 裂隙多孔介质双重逾渗模型的算法实现 [1101]
56. 评析谈庆明的近作《Dimensional Analysis》 [1097]
57. 水合物沉积物力学性质的研究现状 [1096]
58. The Response of Bucket Foundation under Horizontal Dynamic Loading [1092]
59. 天然气水合物分解引起多孔介质变形流固耦合研究 [1089]
60. Comparisons of static, quasi-static and dynamic 3D porous media sc.. [1075]
61. 基于孔隙网络模型的微小喉道对岩芯驱油特征的影响分析 [1071]
62. CO2在深部盐水层埋存的研究趋势 [1058]
63. 粉土地层中桶形基础水平动载响应的离心机实验研究 [1050]
64. 水平动载下粉土地基中桶形基础承载力离心机实验研究 [1047]
65. 桩靴贯入对固定平台基础扰动的数值模拟 [1046]
66. A study on water film in saturated sand [1043]
67. Formation of layered fracture and outburst by percolation [1035]
68. 水合物分解气体泄漏引起的海床破坏实验研究 [1034]
69. Centrifugal experiment on stratum instability and failure process .. [1022]
70. 水平动载下饱和土体响应的理论解 [1021]
71. 垂向动载荷下桶形基础响应实验研究 [1019]
72. Liquefaction and Displacement of Saturated Sand Under Vertical Vib.. [1015]
73. Post-cyclic Strength Degradation of Undisturbed and Remolded Marin.. [1013]
74. 饱和岩石剪切失稳后效分析 [1012]
75. Evolution of shear zones using numerical analysis at the May 12th .. [1006]
76. 吸力式桶形基础抗拔承载力特性试验研究 [986]
77. 桩靴压入对固定平台基础扰动的数值模拟 [984]
78. 高速滑坡中的热效应分析 [968]
79. Static and dynamic mechanical behavior of gas hydrate sediment [962]
80. 水合物沉积物电阻特性研究初探 [961]
81. 岩土介质中局部化变形研究的一些新进展 [959]
82. 天然气水合物分解对地层和管道稳定性影响的数值模拟 [959]
83. 垂向动载下桶形基础响应的离心机实验研究 [954]
84. 水蒸气吸附法和氮气吸附法在表征页岩孔隙结构中的对比分析 [940]
85. Experimental study on the migration of fine grains with seepage i.. [939]
86. 海洋动载作用下砂层液化特性的数值模拟 [938]
87. 钙质砂地基中桶形基础垂直动载响应实验研究 [935]
88. Formation of layered fracture and outburst in stratums [935]
89. Thermally induced evolution of phase transformations in gas hydrat.. [932]
90. On the Bearing Capacity of Suction Bucket Foundation in Saturated .. [930]
91. 水合物开采实验模拟的方法及围压加载与隔热一体化系统 [929]
92. 饱和砂土中桶形基础承载力的实验研究 [925]
93. 离心机中动冰荷载的模拟 [925]
94. 超声技术在水合物沉积物实验中的应用 [922]
95. Experimental and Numerical Study of Gas Outburst with Soil Under G.. [919]
96. 盖层特性对CO_2埋存逃逸速度的影响 [917]
97. A theoretical model for predicting the spatial distribution of gas.. [917]
98. An Approximate Method for Evaluating the Shear Band Thickness in S.. [915]
99. 降雨引起的坡体响应数值模拟 [908]
100. 四氢呋喃水合物沉积物力学性质研究 [903]

Downloads

1. Study on Flow in Fractured Porous Media Using Pore-Fracture Networ.. [1683]
2. Dissociation Behaviors of CO2 Hydrate-Bearing Sediment Particle du.. [1013]
3. Experimental and numerical simulation of water adsorption and diff.. [775]
4. Experimental and Numerical Study of Gas Outburst with Soil Under G.. [622]
5. The Flow Pattern Transition and Water Holdup of Gas-Liquid Flow in.. [590]
6. Effects of the Spudcan Penetration on the Adjacent Foundations [532]
7. Geomechanical properties of gas hydrate-bearing sediments in Shenh.. [496]
8. 压缩加载条件下含水合物沉积物蠕变特性分析 [477]
9. 球形水合物颗粒对流换热分解实验研究 [471]
10. 含裂缝岩石油水两相渗流的有限元模拟 [458]
11. Experimental Study on the Shear Band of Methane Hydrate-Bearing Se.. [447]
12. Theoretical Analysis of Gas Hydrate Dissociation in Sediment [439]
13. Experimental and numerical analysis on the responses of slope unde.. [438]
14. The Effects of Grain Size Distribution and Structure on Mechanical.. [427]
15. Numerical Simulation of Liquefaction Deformation of Sand Layer aro.. [423]
16. 饱和砂土中孔隙水压力的计算方法 [421]
17. 评析谈庆明的近作《Dimensional Analysis》 [415]
18. Response of the Bucket Foundation in Calcareous Sand under Horizon.. [401]
19. Experimental Study of Pore Pressure and Deformation of Suction Buc.. [400]
20. Cementing Material on Mechanical Property of Calcareous Sand [395]
21. 降雨作用下滑坡转化泥石流分析研究 [389]
22. Centrifuge modeling of suction bucket foundations for platforms un.. [384]
23. 基于双重逾渗模型的裂隙多孔介质连通性研究 [382]
24. 天然气水合物地层渗透率研究进展 [381]
25. On the Bearing Capacity of Suction Bucket Foundations in Saturated.. [380]
26. 颗粒级配和结构对粉砂力学性质的影响 [379]
27. Formation of layered fracture and outburst during gas hydrate diss.. [369]
28. Study on the Capacity Degradation of Bucket Foundation in Liquefie.. [368]
29. 粉质黏土周期荷载后的不排水强度衰化特性 [366]
30. 岩土介质中局部化变形研究的一些新进展 [361]
31. Liquefaction Potential of Silty Sand Surrounding A Bucket .. [356]
32. Experimental Study on the Responses of Bucket Foundations in Cal.. [355]
33. 低渗岩心驱替过程中的压力分布特征研究 [351]
34. 四氢呋喃水合物沉积物静动力学性质试验研究 [350]
35. Dimensionless Analysis of the Simulation of Bucket Foundations und.. [349]
36. 水平动载下饱和土体响应的理论解 [347]
37. 钙质砂的胶结性及对力学性质影响的实验研究 [338]
38. Experimental study on the migration of fine grains with seepage i.. [338]
39. Study on the Mechanical Properties of the Tetrahydrofuran Hydrate .. [337]
40. Responses of saturated sand surrounding a bucket foundations under.. [337]
41. Numerical simulation of the responses of the seabed on the dissoci.. [335]
42. 垂向动载下桶形基础响应的离心机实验研究 [330]
43. 水合物沉积物力学性质的实验装置和研究进展 [329]
44. The Response of Bucket Foundation under Horizontal Dynamic Loading [328]
45. 裂隙多孔介质双重逾渗模型的算法实现 [325]
46. 爆炸载荷下三峡三期纵向围堰响应的离散元分析 [322]
47. 天然气水合物分解对地层稳定性影响的离心机实验模拟 [317]
48. 水合物地层中考虑相变的轴对称热传导问题 [314]
49. Heat-Induced Evolution of Phase Transformations in Tetrahydrofuran.. [312]
50. 饱和砂土液化研究新进展 [310]
51. Numerical investigation on the initiation mechanism of debris-flow.. [307]
52. Evolution of shear zones using numerical analysis at the May 12th .. [307]
53. Advances in study of mechanical properties of gas hydrate-bearing .. [307]
54. Initiation and development of water film by seepage [306]
55. 水合物沉积层中考虑相变的热传导分析 [306]
56. 海洋平台地基基础变形破坏离心模拟和极限分析 [305]
57. A study on water film in saturated sand [304]
58. Fracture of a slope by percolating [303]
59. 天然气水合物分解对结构物稳定性影响实验装置 [302]
60. 天然气水合物快速加热分解导致地层破坏的实验 [298]
61. 砂土沉积物中甲烷水合物降压分解渗流阵面实验 [294]
62. 水合物沉积物电阻特性研究初探 [293]
63. Study on Seepage-Induced Debris Flows Initiation under the Rainfal.. [288]
64. Centrifugal experimental study of suction bucket foundations under.. [286]
65. 碎屑流沿坡面运动的初步分析 [286]
66. 四氢呋喃水合物沉积物力学性质研究 [285]
67. A hypoplastic model for gas hydrate-bearing sandy sediments [282]
68. Experimental study and isotherm models of water vapor adsorption i.. [281]
69. An Approximate Method for Evaluating the Shear Band Thickness in S.. [278]
70. Dynamic Responses of Bucket Foundations [278]
71. 海洋平台吸力式基础的土工离心模拟研究与分析 [274]
72. The Liquefaction and Displacement of Highly Saturated Sand under W.. [270]
73. 粉土地层中桶形基础水平动载响应的离心机实验研究 [269]
74. CO2在深部盐水层埋存的研究趋势 [268]
75. 桩靴贯入对固定平台基础扰动的数值模拟 [266]
76. Influence of layered hydrate accumulation on mechanical behavior o.. [266]
77. Centrifugal experiment on stratum instability and failure process .. [264]
78. A Dynamic Loading Device for Suction Foundations in Centrifuge Mod.. [263]
79. 水平荷载作用下张力腿平台吸力式基础的物理模拟 [263]
80. Study on the mechanical properties of hydrate-bearing silty clay [263]
81. The evolution of shear bands of saturated soil [261]
82. 桶形基础极限承载力特性研究 [260]
83. Mechanical properties of gas hydrate-bearing sediments during hydr.. [259]
84. Characteristic rainfall for warning of debris flows [258]
85. 地震引起的飞石运动过程初步分析 [257]
86. 桩靴压入对固定平台基础扰动的数值模拟 [256]
87. 水合物分解气体泄漏引起的海床破坏实验研究 [255]
88. 盖层特性对CO_2埋存逃逸速度的影响 [253]
89. 碎屑流沿坡面运动的数值模拟 [253]
90. 高速滑坡中的热效应分析 [251]
91. Deformation of Stratum after Exploitation of Gas Hydrate [251]
92. Axial symmetrical thermal conduction and phase transformations in .. [250]
93. 海洋动载作用下砂层液化特性的数值模拟 [249]
94. 一种基于逾渗模型的裂隙岩石渗透系数确定方法 [247]
95. 等效动冰载下桶形基础的响应 [246]
96. 超声测量技术在水合物沉积物三轴实验中的应用 [246]
97. Evolutions of Compaction Bands of Saturated Soils [244]
98. 天然气水合物分解引起多孔介质变形流固耦合研究 [244]
99. 垂向动载荷下桶形基础响应实验研究 [243]
100. Experimental investigation of oil-water flow in the horizontal and.. [243]