By Liquan Xie
Modeling and Computation in Engineering II (CMCE 2013, Hong Kong, 22-23 June 2013) comprises 50 contributions on modeling and simulation expertise, which have been awarded on the 2d SREE convention on Modeling and Computation in Engineering (CMCE 2013) and the third SREE Workshop on utilized Mechanics and Civil Engineering (AMCE 2013), either held in Hong Kong, 22-23 June 2013 . the subjects lined comprise: - Modeling Read more...
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The cable is in 3D forced state and the geometric nonlinearity analysis will be more complex under self-weight and horizontal loads. Only few scholars pay attention to this problem. , 2005). Chin-Sheng Kao et al.
26 No. 9: 64–69. R. China ABSTRACT: There is a strong engineering practical and theoretical reference value in solving the uplift ultimate bearing capacity of oblique slope pile foundation. With the oblique slope conditions, load transfer calculation in pile-soil system and formula of ultimate bearing capacity for pile foundation are derived in this paper. We also contrast the theoretical value derived by the formula, analog values based on FLAC3D software and the field test results. On this base, we calculate the ultimate bearing capacity of oblique slope foundation by using FLAC3D software and analyze the capacity change law and influencing factors on different conditions.
Figure 2. Model grid diagram of computing model. indb 38 4/29/2013 1:34:49 PM Figure 3. Schematic diagram of calculation process. defined (WANG 2005). 55 × 104 MPa. Taking the value of ultimate bearing capacity in test and those derived from numerical simulation and theoretical into compared. To coincide with the field test, the numerical simulation and theoretical calculation are taken flat slope of pile foundation to calculate that k1 = k2. The values on three methods are shown in table 1. In the numerical calculation, the parameters inversion has a direct impact on the numerical simulation of the effect.