因此，对于建在土层场地上的结构进行TLD减震设计时，应充分重视工程场地条件和地震动特性等实际情况。
Therefore, the real conditions of the construction site and input seismic motion should be considered in the TLD design when the controlled structure is built on the soil site.
最后，对场地条件及地震工程地质问题做出了评价。
Finally the paper evaluates the main problem of seismic engineering geology and site condition.
结合某深基坑开挖工程，介绍了根据具体场地条件，制定的施工方案，以及深基坑土方、护坡的施工控制过程。
Based on a deep foundation pit project, the author introduces construction schemes, according to the actual site conditions, and also presents the excavation and the protection of side slope.
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