Preface ...................................................... xiii
Editorial board ................................................ xv
Symposium credits ............................................ xvii
Keynote lectures
Meta-Synthesis in the engineering geology ....................... 3
S. Wang
Technical criteria for the design of foundation slabs and
perimetral wall in difficult terrain in South East Madrid,
Spain ........................................................... 9
C. Delgado Alonso-Martirena & F. Escolano Sánchez
Assessing the stability of a natural slope ..................... 17
D.M. Cruden & C.D. Martin
Understanding Darcian flow leads to understanding aquifer
mechanics ...................................................... 27
D.C. Helm
Physico-chemical mechanics of clay soils ....................... 35
V.L. Osipov
Theme 1: Crustal Stability and Dynamical Geo-hazards
Why our Earth's crust not quiet? ............................... 43
Z.Q. Yue
The role of rockfall intensity on its risk assessment .......... 51
H. Lan, L. Li & Y.Wu
Comparisons between Japan and China on stability analysis of
landslide in the dam reservoir ................................. 59
G.L. Xu, Y. Sasaki, K. Ryokai, A. Nakane & T. Eguchi
Simulation research on the forming mechanics of Xiaoyudong
fault in Wenchuan earthquake ................................... 67
S. Su, P. Li, S. Song & W. Su
Study on mountain slopes topographic effect induced by
Wenchuan earthquake ............................................ 73
Y. Luo, Y. Wang, Y. He & H. Wang
Geochemistry characteristics of gouge from the watershed
fault zone along the northern edge of the West Qinling,
NW China ....................................................... 81
X.X. Ma & S.Y. Liang
Mechanism of geohazards triggered by the 2012 Yiliang double
earthquakes in Yunnan Province, China .......................... 87
J. Zhang & M. Wang
Correlations of earthquake-triggered landslides volume and
seismogenic fault: A case study of the 12 May 2008 Wenchuan
earthquake, China .............................................. 93
С. Xu
Main characteristics of high-position debris flows in the
Longmenshan region after the Wenchuan earthquake ............... 99
Y. Zhang, Y. Cheng, Y. Yin & J. Wang
Landslide hazard inventories and uncertainty associated with
ground truth .................................................. 105
J.R. Keaton & W.C. Haneberg
Preliminary study on nearly strike slip rockslide
development environment and the genetic types ................. 111
M. Deng, Q. Xu, X. Zhu, B. Han & G. Zheng
Assessing the stability of a geologically complex slope
where strong dykes locally act as reinforcement ............... 117
S.G. Lee & S.R. Hencher
Valley features and prediction of debris flow in the middle
of the northern Qinling Mountains ............................. 123
Y. Wang, W. Qi, F. Zhao & W. Wang
The evolution of the Zhanggu landslide ........................ 129
Y. Wang, B. Han, J.F. Wu, Y. Chen, Y. Zhou & F.S. Jiang
Study on the dynamic characteristics and stability analysis
method of glaciofluvial deposits in dry and warm valley ....... 135
W. Feng, L. Zeng & W. Li
The survey on surface subsidence around Xinglongzhuang coal
mine based on remote sensing .................................. 141
H. Wang, X. Wang, I Yang, Y. Zhou, J. Wang, Q. Jing & X. Ye
Dynamic stability of Baihua Bridge bedding rock slope in
Yingxiu ....................................................... 147
X. Нu, H. Tang, W. Xu & Q. Wu
Types, formation environment and distribution
characteristics of geological disasters in China induced by
earthquakes ................................................... 153
H.T. Qian, L.F. Zhang, L.W. Xiu & Y.J. Lv
Effect of elastic modulus and time interval on the seismic
slope stability ............................................... 161
I.B. Xu, F. Wu & Y. Zheng
Study on formation mechanisms of Lufanggou debris flow,
Yunnan, China ................................................. 167
I.L. Zhu, X. Wang & X.D. Cao
Numerical simulation of limit pressure against debris flow
for the 8th August, 2010 Sanyanyu debris flow in China:
A case study .................................................. 173
G.L. Wang, S. Qi & H. Lan
Historical co-seismic landslide inventory with Google Earth:
A case study of 1920 Haiyuan Earthquake, China ................ 179
W.L. Li, R.Q. Huang, XI Pei & X.C. Zhang
The assessment of hazard of geological processes depending
on the ground conditions at Berezniki (Permsky kray,
Russia) ....................................................... 185
A.V. Shilova
Shallow landslide—proposal of its risk evaluation procedure
using new SPT ................................................. 189
Y. Sasaki
Centrifugal experiment on stratum instability and failure
process due to gas hydrate dissociation ....................... 197
X. Lu, X. Zhang & G. Нu
Application of two-class SVM applied in landslide
susceptibility mapping ........................................ 203
X. Yao, Y. Zhang, N. Zhou, С. Guo, K. Yu & L.J. Li
Transient water release and imbibition properties of
remolded sliding zone soil of Huangtupo landslide in Three
Gorges Reservoir Area, China .................................. 211
J.E. Wang & W. Xiang
Earthquake-triggered landslide susceptibility mapping in the
2010 Yushu, China earthquake struck area using artificial
neural network model .......................................... 217
C. Xu
Slope stability analysis in modern hydrothermally active
areas ......................................................... 225
О.V. Zerkal & I.P. Gvozdeva
Theme 2: Engineering Geology in Major Construction Projects
Managing geological problems during construction of hydro
power tunnels in India with special reference to Himalayas .... 231
G. Dhawan
A code-based system for the evaluation and classification of
slope condition and instability ............................... 241
B.-A. Jang
Evaluation of different sandstones for use as concrete
aggregate ..................................................... 247
A. Tuǧrul & M. Yilmaz
Basaltic rocks from Argentina used in concrete structures ..... 253
S.A. Marfil, F. Locati, P.J. Maiza & L. Lescano
Optimization of predicting slope failure using
a probabilistic method ........................................ 259
J. Li & D. Ding
Deformation and failure pattern of cohesive slopes
reinforced with different materials: Centrifuge modeling
study ......................................................... 265
Y.X. Jie, L. Nyema, C. Tian, Y.Q. Wei & H. Cai
Case study on stability analysis of large rock slopes by
stereophotogrammetry in highway construction project .......... 273
B.O. You, J.W. Shim, K.G. Park, W.Y. Heo & P.H. Song
Effect of fault on tunnel stability with different
distribution .................................................. 279
Z.Q. Zhang, N. Li, P. Zhang & S. Han
Field tests on performance of geosynthetic-reinforced and
pile-supported embankment in highway expansion project ........ 287
Y.M. Wang, W.M. Song, C. Zou & K. Yang
Displacement monitoring during the excavation of a soil-like
cut slope ..................................................... 293
X.P. Zhang, S. Wang, R.H. Xiao, X.H. He & S.C. Wu
Characterization, investigation and 3D stability analysis of
Mane colluvium, Sichuan province, China ....................... 299
C. Qi, X. Liu & J. Wu
Stability analysis of a reinforced soil retaining wall on
soft ground ................................................... 305
J.F. Chen, J.X. Liu & Z.M. Shi
Analysis and stabilization of the complicated back slope of
a 120 MW surface powerhouse in Sikkim, India .................. 311
R. Mahajan, B. Srinivas, Y. Deva & M.K. Sharma
Research on the engineering geology stability of mountain
crossing railway construction sites: A case study of the
Mt. Gaoligong section of Dali-Ruili railway ................... 317
C. Guo, Y. Zhang, R.D. Zhang, T. Y. Xiong, YB. Du &
L.W. Jiang
Selection of powerhouse-case study of Punatsangchhu
hydroelectric project II, Bhutan .............................. 325
P. Mishra, S. Gupta, S.K. Ghildyal & Y.P. Sharda
Division on water-leakage due to mining in arid region, in
China ......................................................... 331
J.Y. Chang, N.S. Wang, W.P. Li & T. Li
Deformation and failure characteristics of a large
underground caverns influenced by the faults .................. 337
J.W. Zhou, X.G. Yang, W. Hu, R.J. Duan & X.W. Нu
Determination of water flow rate into subsea deep rock
cavern with horseshoe cross-section ........................... 345
Z. Xu, Z. Zhao & J. Sun
Study of feasibility of water and coal simultaneous
extraction while deep coal mined on the deep high pressure
karst aquifer ................................................. 351
W. Qiao, W. Li, R. Sun & X. Cui
Stability analysis of the tunnel across active fault under
seismic load .................................................. 359
N. Zhou, Y. Zhang, C. Guo & X. Yao
Vertical shaft design optimization for underground space
development ................................................... 367
X.P. Zhang, M. Lu & Z. Zhao
Water seepage characteristics caused by rock mass
deformation in a mine ......................................... 373
F. Ma, K.P. Li, H. Zhao & J. Guo
A case study of overburden failure and deep quicksand
prevention .................................................... 379
Q.H. Dong, K. Chen, Z.J. Du & W.H. Sui
Characteristics and mechanisms of mining-induced fault
reactivations in an open-pit mine ............................. 385
H. Zhao, F. Ma, J. Guo & A. Wei
Prediction of failure of south slope caused by underground
mining in the Yanqianshan open-pit iron mine .................. 391
X. Pei, R. Zhou, N. Xu, X. Liu & J. Liu
Suitability of aggregate for hydropower projects .............. 399
S.K. Sati, R.N. Khazanchi & N. Shivakumar
The importance of lithologic changes in an aggregate quarry ... 405
M. Yilmaz & A. Tuǧrul
The deformation and strength properties of Jinping marble
with different confining pressures under cyclic loading-
unloading tests ............................................... 413
S. Guo, S. Qi, B. Zheng & X. Li
Experimental research on deformability and strength of
marble in Jin Ping under different confining pressures ........ 419
B. Zheng, S. Qi, S. Guo & X. Li
Study on uniaxial compressive and Brazilian tensile
strengths of Mahallat and Firuzkuh travertines, Central Iran .. 427
A. Jamshidi, M.R. Nikudel, M. Khamehchiyan & A. Zalooli
Composition and mechanical properties of marly rocks in
middle Triassic Badong formation strata ....................... 433
B. Jiang, B. Chai & J. Tong
Statistical models for assessing the durability of building
stones due to salt crystallization ............................ 441
A. Jamshidi, M.R. Nikudel & M. Khamehchiyan
Theme 3: Urbanization and Coastal Development
ANN based creep constitutive model for marine sediment clay
in coastal zone ............................................... 449
X. Xiong, L. Zhou, Y. Chen, Y. Liu & H. Dai
Modeling 3D land movement due to groundwater pumping with
a variable parameter .......................................... 457
J. Li & D. Ding
Assessment of engineering geological conditions for metro
lines under construction in Moscow ............................ 463
I.V. Kozlyakova, N.G. Anisimova, O.N. Eremina &
I.A. Kozhevnikova
The increasing of groundwater level and prevention measures
in the new urban district of Yan'an city ...................... 469
Y. Dong, J. Liu, G. Zhang & X. Zhang
Present situation of land subsidence and its mechanism in
China ......................................................... 475
X.Y. Wang, L. Sun & C.L. Liu
The distribution characteristics of phosphorus pollution in
shallow groundwater ........................................... 481
E.G. Yang, J.G. Wang & Z. Zhou
Predicting the occurrence of mixed face conditions in tunnel
route of Line 2 Tabriz metro, Tabriz, Iran .................... 487
M.B. Golpasand, M.R Nikudel & A. Uromeihy
Experimental studies on geotechnical engineering problems of
Beijing Olympic Rowing-Canoeing Park project .................. 493
J. Hua, X. Fan & S. Ning
Cause analyses of failure modes and protection measures of
dissolution argillaceous limestone slopes in the Three
Gorges Area ................................................... 499
Z. Chang, F. Wu, N. Liang & L. Zhang
The strength change of oil contaminated sand .................. 505
H. Qin &I.Y. Grigoreva
Effect of leachate seepage on the compacted clay layer
transmissivity ................................................ 509
L. Cao, Y. Wang, X. Wang, X. Zhang, P. Huo & Z. Sun
Engineering geological and geoenvironmental problems of
St. Petersburg centre ......................................... 515
R.E. Dashko & A. Shidlovskaya
Engineering geological and geomicrobiological factors of
subway tunnels' stability in St. Petersburg ................... 523
R.E. Dashko & P.V. Kotyukov
Risk assessment of the tsunami on the Russian coast of the
Sea of Japan .................................................. 531
G. Koff, I. Chesnokova, O. Borsukova & O. Popova
Theme 4: New Ideology and Technology in Engineering Geology
Basic ideas of Engineering Geo-Dynamics of Rock-mass .......... 541
F. Wu
Basic prerequisites for the formation and development of the
Leningrad School of Engineering Geology ....................... 549
L.P. Norova
Urgency and concept of training for construction specialists
in the field of engineering geology ........................... 557
I.V. Doudler, E.A. Vorontsov & S.P. Liarski
Safety geology and geological education for mining
engineers ..................................................... 563
W.H. Sui
Cryogenesis: Matter and technologies .......................... 569
S. Tataurov
Engineering geology priorities in the XXI century ............. 575
I.V. Doudler, E.A. Vorontsov & S.P. Liarski
Landslides, seismicity and geodynamics in the territory of
Kyrgyzstan .................................................... 581
Z. Kalmetyeva & B. Moldobekov
Monitoring the stability of infrastructures in an emergency
scenario: The "Costa Concordia" vessel wreck .................. 587
A. Manconi, P. Allasia, D. Giordan, M. Baldo & G. Lollino
Shaking table testing on seismic behaviors of layered rock
slopes ........................................................ 593
H.X. Liu & Q. Xu
Influence analysis of dimensionless inertia coefficient on
single well slug test results ................................. 599
Y. Zhao, Z. Zhou, J. Wang & Z. Cui
A study on distributed measurement in ship lock structural
construction monitoring using fiber optic sensing
technologies .................................................. 605
Z. Song, D. Zhang, B. Shi, W. Suo & H. Fang
Data verification in a prospecting database for geological
mapping ....................................................... 611
O.K. Mironov
Determination of normal joint spacing from apparent joint
spacing measurements .......................................... 615
L.N.Y. Wong
Application of fully distributed strain sensing technology
in a slope model test ......................................... 623
H.H. Zhu, B. Shi, J.F. Yan, J. Zhang & J. Wang
Estimated ultimate load of pile foundation by the cusp
catastrophe curve and two reduction factors of shear
strength reduction technique .................................. 629
T. Dong & Y. Zheng
3D numerical inversion of landslide rock-soil mechanical
parameters and displacement failure criterion ................. 635
H.B. Miao & K.L. Yin
Ground displacement field measured by D-InSAR:
An application to the Shuping landslide in Three Gorges
Area .......................................................... 643
M. Li, Y. Xia, X.F Guo, J.H Fan, D.Q. Ge, L. Zhang, Y. Wang &
Y. Xia
A procedure for evaluation of slope displacement induced by
the ground water level change ................................. 649
J.L. Deng, L.Z. Chen, X.X. Zhang, J. Kuwano & J. Koseki
Investigation of velocity and acceleration fields on
limestone specimen surface under uniaxial compression loads
using video images ............................................ 655
J.M. Xu, F. Liu & D.M. Li
Recognition of compositions in granite using support vector
machine and digital image features ............................ 661
J.M. Xu, F. Liu & Y.J. Zhou
Estimating layer density and modeling the 3D network for
stochastic discontinuities .................................... 667
J. Lv, N. Xu, R Zhou & X. Pei
The Deformation Rate Ratio Criterion (DRRC): From empirical
hypothesis to decision verification ........................... 675
Y. Shang, S. Li, К. Li, J. Song & Y. Sun
The DEM numerical study on the permeability of fractured
rock mass under shear stress .................................. 685
X.Q. Li & W.P. Li
Geophysical methods of detection of oil contamination on the
example of waste disposal site of Priobskoye field ............ 691
A.A. Ivanov & M.P. Shirobokov
Surrounding rock characteristics and lining scheme study for
Qingyuan pumped storage power station tailrace tunnel ......... 695
W. Zhang, Y. Chen, H. Wang, L. Liu & D. Wang
Detection of soil slope deformation and construction of
equivalent geotechnical model from terrestrial laser scanned
data .......................................................... 701
H. Нu, T.M. Fernandez-Steeger, M. Dong & R. Azzam
A novel numerical module for an analog low-pass signal
filter ........................................................ 707
X. Zhu, Q. Xu, M. Deng, G. Zheng, J. Li, J. Zhou, M. Wang &
Z. Li
Theme 5: Structure & behavior of Soil & Rock Mass
Structural bonds in the clays from landslides ................. 713
K. Anguelov
Engineering behaviour of anisotropic and heterogeneous
ayered rocks .................................................. 721
H. Saroglou
Engineering geological characteristics of sand liquefaction
in Wenchuan earthquake ........................................ 733
L.H. Li, L.F. Fan, X.L. Deng, R.-L. Hu, J. Zhang & X. Wei
Regularities of structure formation in clay sediments ......... 739
V.N. Sokolov, V.I. Osipov & N.A. Rumyantseva
Reology property at different structural levels of rock
mass .......................................................... 743
C. Qi, Q. Qian & J. Chen
Biaxial compression numerical test of soil-rock mixture ....... 751
H. Zhang, W. Xu, Y. Yu & H. Lv
Influencing factors on SEM images quantification of soil
fabric ........................................................ 759
C.S. Tang, X.J. Pei, D.Y. Wang & B. Shi
Study of soil microstructure using computer analysis of
SEM-images .................................................... 765
V.N. Sokolov, D.I. Yurkovets, О.V. Razgulina & M.S. Chernov
Experimental study of microstructure of Changchun subway
line 2 construction layer clay soil ........................... 771
B. Zhang, F. Feng, S. Cui & B. Wu
Characteristics of pore water pressure and deformation of an
undisturbed sandy clay under high pressure triaxial
unloading test ................................................ 777
G.L. Zhang & H.L. Wu
Experimental study of the surface crack propagation for
rock-disk specimens ........................................... 783
P.A. Tsoy, A.V. Panov, I.V. Kolykhalov & Z.V. Semyonov
Comparision research of sandy slope and silt slope under
rainfall ...................................................... 789
Y.-S. Sun, R-L. Hu, C.-Q. Jia & G.-H. Wang
Statistic study on permeability of crushed gravel soils from
eighteen hydropower projects .................................. 795
X. Zhao & J. Qi
Theme 6: Geo-hazards in Karst and Loess Areas
Characteristic analysis of Chinese loess collapsible under
overburden pressure ........................................... 805
W. Zhang, Z. Liu, J. Zheng & S. Zhang
The application of TRIGRS method in the evaluation of loess
slope stability ............................................... 813
J. Wang, M. Xia & T. Gu
The method for determination of loess shear strength by
tests combining with inverse analysis ......................... 821
Y. Xi, T.L. Li, P. Li & Y.N. Zheng
Engineering properties and microstructure characteristics of
Silicified loess .............................................. 827
Y. Lan
The collapsibility of loess induced by the engineering
construction in new urban district of Yan'an city ............. 833
J. Liu, Y. Dong, G. Zhang, P. Sun & X.F. Gu
Dynamic response of loess slope with uniform and isotropic
layers to vertically incident strong shear waves with
different vibrating directions ................................ 839
J.Z. Sun, S.Y. Dong, G. Li, M.S. Hao & F. Xiong
Dynamic response of loess slope with uniform and isotropic
layers to shear waves with different incident directions ...... 845
F. Xiong, R.Q. Huang, J.Z. Sun, S.Y. Dong, M.S. Hao &
G. Li
Rainfall erosion experiment for gentle loess slope and
fluid-soil coupling simulation with PFC30 ..................... 851
Q. Wu & C.M. Wang
Deformation characteristics and mechanism of a loess
landslide in north foothill of Qinling Mountains, China ....... 859
Z. Mao, T. Liu, Y. Wang, W. Qi, F. Zhao, J. Jin & G. Qu
Loess pseudokarst ............................................. 863
A.A. Lavrusevich & A.E. Skapintsev
Modern approach to an assessment of karst hazard .............. 867
S.V. Scherbakov
Lineament analysis in engineering karst ....................... 873
D.R. Zolotarev
Geological structural criteria of karst assessment in
urbanized territories ......................................... 879
V.N. Kataev & I.G. Ermolovich
Karst risk assessment focused on mechanism of sinkhole
formation ..................................................... 885
V.P. Khomenko, A.D. Potapov, V.V. Tolmachev & S.A. Makhnatov
Dispersed weathering products of carbonate rock: Features
and formation conditions from the construction's point of
view (by the example of Kazan, Russia) ........................ 891
A.I. Latypov, N.I. Zharkova & F.A. Mouraviev
Author index .................................................. 897
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