Hong Sheng Qiu

TL;DR: In this paper, the authors discuss the management of the cross-sea bridge construction contract, which is as the basis of arranging for construction, pursuing for claim, controlling engineering cost and settlement and providing possibilities for risk transfer, carry through the real-time institution development and establish the contract management system, so as to control the business cost and drop the business risk.

TL;DR: In this paper, the impact of foundation parameters and load conditions on basal pressure and foundation settlement were simulated to value adoption of the height-width ratio by finite element method, and it was shown that soil physical parameters of elastic modulus, Poisson's ratio and expansion angle had great impacts on foundation settlement, and the accuracy of these parameters should be ensure in modeling.

TL;DR: In this paper, the authors used 3-D finite element method to analyze the relationship of cracked size of concrete slab and load stress, thermal stress, coupling stress in asphalt overlay and pressure stress on the base surface.

TL;DR: Based on the bearing features of travelling bridge structure, as well as features of steel-truss beam and steel box beam, a new composite structure which is named as steel truss-steel truss box beam was put forward in this article.

TL;DR: Wu et al. as discussed by the authors studied the influence of inclined and straight combination support piles on the bending moment and displacement behavior of adjacent pile foundations during the construction of a deep foundation pit under different factors such as distance from the excavation surface, pit angle effect, inclined pile tilt angle, pit depth to width ratio, and construction conditions on the adjacent pile foundation using a three-dimensional finite element model.