以西安市某深基坑工程为例,运用FLAC3D软件对该基坑最危险的一段桩锚支护进行模拟研究﹒通过对基坑深层水平位移值与基坑顶部边缘沉降值进行分析的英语翻译

以西安市某深基坑工程为例,运用FLAC3D软件对该基坑最危险的一段桩锚

以西安市某深基坑工程为例,运用FLAC3D软件对该基坑最危险的一段桩锚支护进行模拟研究﹒通过对基坑深层水平位移值与基坑顶部边缘沉降值进行分析,并与实际监测值对比,认为该基坑是安全的,但相较于规范值,其模拟值与监测值相对较小,则该基坑设计过于保守﹒因此,对该基坑设计进行优化,最终得到一个最优支护方案﹒
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结果 (英语) 1: [复制]
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Taking a deep excavation in Xi'an, for example, the use of FLAC3D software simulation of the foundation pit of the most dangerous period of the pile anchor support. By horizontal displacement value foundation settlement value with the top edge of the foundation analysis, and compared with the actual value monitoring, the pit is considered safe, but compared to the specification values, values ​​which monitor the analog value is relatively small, the pit design is too conservative. Therefore, to optimize the pit design, and ultimately get an optimal support scheme.
正在翻译中..
结果 (英语) 2:[复制]
复制成功!
Taking a deep pit project in Xi'an as an example, using FLAC3D software to simulate the most dangerous section of pile anchor support in the pit. By analyzing the deep horizontal displacement value of the pit with the settlement value of the top edge of the pit, and comparing it with the actual monitoring value, the pit is considered to be safe, but compared with the standard value. Its simulation and monitoring value are relatively small, the pit design is too conservative, so the pit design is optimized, and finally get an optimal support scheme.
正在翻译中..
结果 (英语) 3:[复制]
复制成功!
Taking a deep foundation pit project in Xi'an as an example, the most dangerous section of pile anchor support in the foundation pit is simulated by FLAC3D software. By analyzing the horizontal displacement value of the deep foundation pit and the settlement value of the top edge of the foundation pit, and comparing with the actual monitoring value, it is considered that the foundation pit is safe, but compared with the standard value, its simulation value and monitoring value are relatively small, so the design of the foundation pit is too much Therefore, the design of the foundation pit is optimized and an optimal support scheme is finally obtained<br>
正在翻译中..
 
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