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The strains of mesh in middle layer are larger than those at corresponding points in upper and lower layers. It indicates that the diagonal crack does not occur due to the combination of two-way moments, but is due to that the extension of split crack in the web of diagonal compression member to make the diagonal crack occur on pile cap bottom, the reinforcing mesh in the 2nd layer just lies in the max. width of the split crack. Failure mechanism due to pile cap punching The failure procedure of pile cap due to punching may be summarized into 4 stages as follows: (1)former stage before diagonal crack occurs.

The permeability of soil is not too small, otherwise it will cause the ground perched water and affect the environment. At the same time the permeability of soil is also not too big, otherwise the process of the rain infiltrate into underground is so quick, and there is not enough time for chemical and biological purification. According to the experience both at home and abroad, as long as to take appropriate technical measures and combine with the actual situation, it is entirely achievable for rainwater in situ cycle.

Kaveh, A. Davaranl, Analysis of pantograph foldable structures, Comput. Struct. 59 (1996) 131–140. [6] V. M. Amde, An algorithm for nonlinear stability analysis of an expandable self-erecting structure, Computers & Structures 79 (29–30) (November 2001) 2587–2593. [7] Heatherswick Thomas. com/rolling-bridge/ Bridge, Heatherswick Studio. 1 [9] Jun Wang, Kwun-Lon Ting, Changyu Xue, Discriminant method for the mobility identification of single degree-of-freedom double-loop linkages, Mechanism and Machine Theory, 45 (2010)740–755.

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Advanced Research in Civil Engineering, Materials, Machinery and Applied Technologies by M. Han, X. S. Tai

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