| 1. | On active soil pressures on broken back of retaining walls
对挡土墙折线型墙背上主动土压力的研究 |
| 2. | Discussion on water and earth pressure of supporting structure in soft area
水及土压力的实测研究 |
| 3. | Analysis on earth pressure of deep excavation induced by construction period to with soft clay
施工期对软土深基坑土压力的影响简析 |
| 4. | Effect of groundwater seepage on water and soil pressure in brace system of excavation
地下水渗流对基坑支护结构上水土压力的影响分析 |
| 5. | Water and earth pressures are key factors to the stability of foundation pit
摘要基坑支护结构上水土压力的大小是关系基坑稳定的重要因素。 |
| 6. | On the basis of this , the paper puts forward the effective measure of reducing the vertical soil pressure on the culvert
在此基础上，提出了减少高填路堤下涵洞结构物上垂直土压力的有效措施。 |
| 7. | Besides , the dissertation introduces the general formula to calculation horizontal earth pressure on projecting conduit and trenching conduit
同时还简要介绍了上埋式管道和沟埋式管道水平土压力的一般计算公式。 |
| 8. | The exam validates existence of the unloading arch . the difference between the result and the classic soil stress theory is due to the effect of unloading arch
模型试验验证了卸荷拱的存在，也正是由于卸荷拱的作用，导致挡板后土压力与经典土压力的差别。 |
| 9. | Comparing the exams results with the calculating results of the parallel walls theory , a suggestion is presented that the calculation of the soil stress on the holding sheet can use the parallel walls theory
通过对试验值与计算值的比较，给出可以用平行墙理论分析计算挡板土压力的建议。 |
| 10. | Combining the unloading arch theory and parallel walls theory , the paper analyzes stress state of the soil inside the arch and presents a formula in order to calculate the soil stress on the holding sheet
本文结合卸荷拱理论和平行墙理论，对卸荷拱内土体应力状态进行了分析，推导出可用于挡板土压力的计算公式。 |
