Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Kai Fu Liu"'
Publikováno v:
International Journal of Geomechanics. 23
Publikováno v:
Transportation Geotechnics. 38:100923
Publikováno v:
Advanced Materials Research. :119-122
Compared with pile-supported reinforced embankments, rigid-flexible pile composite foundation with geogrid reinforced cushion (RFPCFGRC) has its advantage of its economics. Piles play an important role in rigid flexible pile composite foundation with
Publikováno v:
Journal of Central South University. 19:2316-2322
A brief review of the former studies on the mechanisms of soil rheology and microstructure is presented. Then a microstructure model and a set of rheological constitutive relations for soft clays, which describe how the rheological consolidation sett
Publikováno v:
Applied Mechanics and Materials. :242-245
The long-short-piled raft foundation is an unusual type of building base. This kind of foundation is usually applied for pile foundation reinforcement of existing buildings when shortage of bearing capacity of piles occurs. The bearing capacity of pi
Publikováno v:
Applied Mechanics and Materials. :3536-3542
The self-drilling prestressed anchor is a type of ground anchor used to transmit the applied tensile load into soil or rock through cement grout. The paper outlines a general construction procedure using a special self-drilling bit. Based on the load
Publikováno v:
Applied Mechanics and Materials. :764-769
An analytical method is presented to investigate the torsional dynamic response of an elastic foundation resting on transversely isotropic saturated soil subjected to harmonic loading. The dual integral equations of an elastic foundation are establis
Publikováno v:
Advanced Materials Research. :777-780
Numerical simulation is a good method for studying some academic problems in the engineering. Laboratory triaxial tests of composite soil were used widely in order to understand the stress-strain relationship. But the deformation of composite soil in
Publikováno v:
Advanced Materials Research. :1366-1370
Laboratory triaxial tests of the soil reinforced with roots of Manilagrass were carried out in order to understand the stress-strain relationship. The change of shear strength indexes of the soil reinforced with roots of Manilagrass was investigated
Publikováno v:
Poromechanics V.