| 1. | Post - construction monitoring
营运期监测 |
| 2. | Study on causes of post - construction settlement of djm pile composite foundation at bridge approaches
桥头粉喷桩复合地基工后沉降原因分析 |
| 3. | On prediction method and accuracy of post - construction settlement for soft soil embankment in highway
软土路基后期沉降推算方法及误差分析 |
| 4. | Prediction and error analysis of post - construction settlement for soft soil embankment using the r . usher gray model
基于灰色模型的软土路基沉降预测及误差分析 |
| 5. | Based on studying main factors affecting secondary settlement , a method to estimate the post - construction settlement after removal of surcharge is proposed
分析了影响次固结变形的主要因素，并提出了卸除超载后，软基在永久荷载作用下的工后沉降计算方法。 |
| 6. | So there still exits much disparity between theoretical result and measured result . and traditional design method canl satisfy the need to predict the highway post - construction settlement
路基的工后沉降变形往往需要几军时间，传统的设计理论已难以满足和预测高等级道路工后沉降的设计需要。 |
| 7. | Longer term post - construction monitoring of sloping seawall for hard coral establishment , and in case of non - establishment of corals undertake additional mitigations and or translocation of coral polyps
延长斜坡海堤筑成后的监察期，确保硬体珊瑚健康成长若未能达致预期效果，则采取其他缓解措施及或移殖珊瑚虫 |
| 8. | Based on the in - situ test of subgrade over soft soil reinforced by vacuum combined with fill preloading , the soil settlement property , controlling effect of post - construction settlement and preloading time that satisfy the settlement standards are analysed
摘要根据某真空联合堆载预压法加固深厚层软土的试验成果，分析了地基沉降规律、控制软土地基路基工后沉降的效果，以及满足高速铁路路基工后沉降标准要求的预压时间。 |
| 9. | It indicts that , in the deep & thick soft ground improved by preloading or surcharge loading with sand drain partially penetrating , post - construction settlement mostly results from the dissipation of remained excess pore water pressure and the proportion of compress occurred in under - lying soft layer to total post - construction settlement is becoming larger with the time
而后，结合工程实例，分析了超载预压时间、超载大小以及竖井处理深度对深厚软土末打穿竖井地基有效应力面积比r的影响，探讨用r作为深厚软土未打穿竖井超载预压地基卸载控制标准的可行性。 |
| 10. | Deep & thick soft clay formed from sea facies sediment extensively distributing near the littoral in southeast china , due to its low shear strength and high compressibility , results in many difficulties in design & construction of groundwork . especially , post - construction settlement control problem has been to be solved desirably
我国东南沿海地区广泛分布着海相沉积的深厚软土，由于深厚软土的强度低、变形大，给地基基础工程的设计与施工带来许多困难；特别是近年来一些大型工程的工后沉降问题，正日益成为岩土工程领域亟待解决的重要课题。 |
