| Preface |
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ix | |
| Conference organizers |
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xi | |
| Supporting organizations |
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xiii | |
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Future challenges for geotechnical engineers (a more contractor orientated perspective) |
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3 | (6) |
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Reconnaissance in and findings from the 2016 Kumamoto earthquake in Japan |
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9 | (6) |
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Application of geosynthetics in civil engineers projects |
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15 | (6) |
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Problems of Syrian historical monuments, destroyed by military action: Diagnostics, strengthening and reconstruction |
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21 | (6) |
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Geotechnical and construction considerations of pile foundations in problematical soils |
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27 | (6) |
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On interim results of sand production research in weak sandstone formations in Kazakhstan |
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33 | (8) |
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Laboratory and field testing (TS1) |
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Centrifuge applications in micropile foundations |
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41 | (6) |
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Analyzing of soil ground to frost heaving of structures |
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47 | (4) |
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Advantages of the piles testing methods according to the USA standards |
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51 | (6) |
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Measured temperature and moisture distribution in the subgrade of the "Almaty-Bishkek" highway |
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57 | (4) |
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Research of the mechanical properties of soil basis by an equivalent material |
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61 | (4) |
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Evaluation of wind power unit reliability according to the results of field studies on the example of Ereymentau wind power station |
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65 | (6) |
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Influence of blow energy of the hammer on the bearing capacity of piles during dynamic testing |
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71 | (6) |
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Foundation and underground structure (TS2) |
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A case study on zoned excavation of a large foundation pit in proximity to existing tunnels |
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77 | (6) |
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Reliability evaluation of the bearing capacity of a nodular cast-in-place concrete pile |
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83 | (6) |
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Comparative analysis of allowable load carrying capacity of laterally loaded piles |
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89 | (4) |
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Mid-tunnel underground docking of tunnel boring machines in Singapore |
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93 | (6) |
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Reliability analysis of pile driving formula for concrete driven piles in stiff soil layer: Case study in Chiang Mai province |
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99 | (6) |
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Two-lane vehicle underpass using pipe roof method at Sentosa Gateway Tunnel |
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105 | (6) |
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Analysis of pile foundation behavior on modern and ancient clay bases |
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111 | (4) |
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Stress strain behaviour of urban road with underground communication structure |
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115 | (4) |
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Development of a reinforced concrete foundation system for renewable energy storage using compressed air technology |
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119 | (4) |
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Prospects of using an innovative crushed stone (lightweight, solid, heat-insulating) and an aggregate for concrete structures as well as in the building process of the underground part |
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123 | (4) |
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The analysis of the piling tests on construction site "The future of the free country" |
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127 | (4) |
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The pile anchor base with use of the extending mixes |
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131 | (6) |
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Role of considering non-constant soil thermal parameters in the simulation of geothermal heat storage systems in the vadose zone |
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137 | (6) |
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Strengthening of pile foundation under dynamic loads by high-pressure injection |
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143 | (4) |
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New designs of the combined tape bases providing fuller use of the bearing ability of the basis |
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147 | (4) |
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Properties of collapsible soil---case study |
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151 | (4) |
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Improvement of soft soil characteristics through application of dry concrete mix pillars |
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155 | (4) |
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Laboratory modeling of soil dam reinforced by geosynthetic material |
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159 | (4) |
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Estimation of liquefaction potential: A case study in San Francisco, California |
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163 | (6) |
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Earthquake and environment (TS4) |
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Seismic bearing capacity of footings in c-φ soil by using a non-associated flow rule |
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169 | (6) |
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Application of local bentonite as buffer and backfill material in low-level radioactive waste disposal facility |
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175 | (4) |
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Geotechnical approaches on the seismic risk assessment for architectural heritages at historical sites using field and centrifuge tests |
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179 | (4) |
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Liquefaction susceptibility analysis based on SPT and microtremor |
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183 | (4) |
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Foundations on artificial bases stabilized by Vertical Armo-Elements (VAE) with a seismic-protective damping layer |
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187 | (4) |
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Monitoring and protection of the foundations of buildings of dangerous production plants on seasonally heaving ground |
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191 | (6) |
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Hazardous geological processes in the Northern Sikhote-Alin |
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197 | (8) |
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Numerical and analytical modeling (TS5) |
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Three-dimensional finite element analysis for stabilizing piles used in homogeneous slopes |
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205 | (6) |
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Numerical simulation for the estimation the jacking force in pipe jacking |
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211 | (6) |
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Application of 3-D static analysis program for residual deformation due to liquefaction |
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217 | (4) |
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Evaluation of damage morphology in three-hinge precast arch culvert based on shaking table tests and numerical analyses |
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221 | (6) |
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Numerical study on electrical resistivity tomography for prediction of anomaly in mechanized tunnelling job-sites |
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227 | (6) |
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Analysis of efficiency of fiber reinforced sand as a backfill of retaining walls |
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233 | (4) |
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Mathematical modeling of massif state around the mountain road slopes and highland pit |
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237 | (4) |
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Finite element analysis of deep excavation: A case study of underground parking underneath Russel Square, London |
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241 | (6) |
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Analysis of excavation-induced ground movements in urban areas |
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247 | (4) |
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Comparison analysis of features in Eurocode and Kazakhstan norms requirements |
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251 | (6) |
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Stabilization of strain mound road to partially thawing permafrost base using geocells |
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257 | (6) |
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Advanced soil mechanics (TS6) |
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Long-term durability of soil-bentonite cutoff walls used for containment of ground contamination |
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263 | (6) |
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Strength and deformation characteristics of sand-geosynthetic interfaces through digital image analysis |
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269 | (8) |
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Analysis of stress-strain state of anisotropic soil basement |
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277 | (6) |
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The use of express method for determining the modulus of deformation of fill soil |
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283 | (4) |
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Experimental research of deformed state of uniform soil massif depending on the step of barretts |
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287 | (4) |
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Estimation of railway ballast and subballast bearing capacity in terms of 300 kN axle load train operation |
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291 | (6) |
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The rehabilitation of historic buildings---case study Al-Thakana Al-Hamidieh in Syria |
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297 | (6) |
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Engineering-geological conditions and analysis of deformation of historical monuments in Kazakhstan |
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303 | (4) |
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Strengthening of hydraulic structures on undermined territories |
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307 | |
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| Author Index |
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311 | |
Biežāk uzdotie jautājumi par e-grāmatām