Ditapis dengan
Ground Improvement and Geosynthetics
Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Des…
Evaluation of Property Changes in Surrounding Clays due to Installation of De…
LOKASI: Ruang Koleksi Umum Rak: 2
Study on the Impact of Sasobit on Asphalt's Properties and Micro?Structure
In this study, Sasobit was used as an additive into asphalt. Different ratios of Sasobit (2%, 3%, 4% and 5% by mass of asphalt) were blended into base asphalt Pen. 60/80. The conventional tests, such as penetration test, softening point test, viscosity test, and constituent test, were carried out on asphalt mixed with different additive contents. Attempts to approach the influence of Sasobit on…
EXPERIMENTAL STUDY ON DYNAMIC STRENGTH AND RESIDUAL DEFORMATION OF TAILINGS M…
Through the dynamic triaxial tests of the tailings material taken from a copper mine, dynamic strength and residual deformation are studied. It is indicated that: the dynamic strength will increase with confining pressure and consolidation stress ratio. The related curves of dynamic shear stress ratio and vibration times have good normalization under different confining pressure. Whether iso…
Numerical Analysis of Ground Displacement and Pile Response Due to Tunneling …
The additional pile response due to the creep behavior of the soil is disadvantageous to the safety of pile. However, in the current studies for considering the creep behavior of the soft soil, the pile response induced by the long-term settlement of soil is seldom investigated. This paper mainly discusses the pile response during the excavation and operation periods considering the creep behav…
Shearing Behavior of Segmental Joints of Large-Diameter Shield Tunnel
Segments floating is often encountered during the large-diameter shield tunneling. Shearing resistance of circumferential joints is of great importance for resisting the tunnel floating. The shearing resistance in terms of circumferential joint dislocation is studied using 3D numerical simulation. The influences of bolt types, gaskets, transmission cushions, and longitude bolt pre-force on the …
