... breakwater, which are transferred to the seabed just underneath the caisson foundation. This motion may cause pore pressure buildup, and in extreme conditions, can lead to subsoil liquefaction and the failure of the structure. Liquefaction takes place when loosely packed, saturated granular soil at or near...

... of the track on the bridge after collision will seriously influence the dynamic responses of the bridge, and the train running safety cannot be ensured at high speed. In addition, considering the subsoil in the train-bridge model is very important to evaluate the running safety of train running on the bridge...

... ABSTRACT In this paper, an anti-collision steel box barrier used in an over-bay cable-stayed bridge is introduced. The whole history of a ship colliding on the cap with anti-collision box barrier is simulated. To clarify the influence of pile-soil interaction, the ship-cap-subsoil model...

... rail transportation numerical model ballasted subgrade displacement settlement reservoir simulation sleeper simulated result interaction engineering paixão subgrade settlement train speed ground transportation experimental data subgrade vibration subsoil differential settlement...

... investigation reduction mitigation technique wind energy plant measuring point foundation upstream oil & gas wind energy field measurement subsoil renewable energy vibration noise mitigation technique offshore Acoustic Emissions due to Offshore Piling Field Measurements at an Offshore Wind...

... Bearing Capacity of Strip Foundations on Undrained Two-layered Subsoil Subjected to V-H Loading Yun-Gang Zhan 1, Mao-Tian Luan2 1. School of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu, China 2. Institute of Geotechnical Engineering...

...), the jetting system also reduces the shear strength of the subsoil thus facilitating footing penetration (Lin 1987). High-pressure jetting has been used for a variety of applications including soil removal, bark cleaning, rock cutting, etc. (Richardson, et al, 1973). These applications utilize a pressurized...

... drillstem/well testing upstream oil & gas subsoil engineering kudella liquefaction Pore Pressure Buildup in the Subsoil Under a Caisson Breakwater S. K. Sumer, B. M. Sumer, F. H. Dixen and J. Fredsøe Technical University of Denmark, MEK, Coastal, Maritime and Structural Engineering Section...

... ABSTRACT This paper discusses the decrease in the safety factor for seepage failure of subsoil due to bridge abutment construction within a cofferdam for two cases: where piping occurred in the subsoil under a downstream bridge abutment, in which gravel was overlaid with silty sand of low...

... ABSTRACT In this paper a numerical method is presented for assessing the ultimate bearing capacity of footing on layered subsoil subjected to inclined load. In the proposed method, the nonlinear behavior of interaction of footing and subsoil is taken account by using the Coulomb friction...

... hysteresis curve response displacement load displacement curve plastic rotary spring dynamic analysis equal energy principle subsoil Proceedings ofthe Eleventh (2001) International Offshore and Polar Engineering Conference Stavanger, Norway, June 17-22, 2001 Copyright © 2001 by The International...

... field test site with 3 different ground improvement techniques to assess the relative efficiency of various vertical drain schemes. subsoil plastic index field test site settlement st embankment 0 test site consolidation displacement menard drain reservoir characterization vertical...

... conditions of subsoil geometry, ground properties, shape and duration of impact wave loads. The results made it possible to assess the degree of importance of some hydrodynamic and geotechnical parameters on the dynamic response of the structure, pointing out the most apparent limits of simplified static...

... ABSTRACT In the design of offshore structures which are experiencing wind, wave or micro-quakes, the residual deformation control of the structure after being completed is of primary importance. To simulate the characteristics of the subsoils beneath such structures, it is necessary...

... Gravity Structures R.P. Boeije, M.B. de Groot and P. Me(jers Delft Geotechmcs Delft, The Netherlands ABSTRACT: A two dimensional computer code is developed to evaluate the generation and dissipation of pore pressures in the subsoil due to cyclic loading. The basic principles of this code are described...