| 1. | Method for plate load test on soils for road
道路土壤的平面荷载测试方法 |
| 2. | Soil ; testing procedures and testing equipment - plate load test
土壤.试验程序和试验设备.板极负载试验 |
| 3. | Plate loading test
原位测试静力载荷试验 |
| 4. | Standard test method for nonrepetitive static plate load tests of soils and flexible pavement components , for use in evaluation and design of airport and highway pavements
用于公路和机场路面设计和评定的土壤与韧性路面成份的非往复静立平板荷载的标准试验方法 |
| 5. | Standard test method for repetitive static plate load tests of soils and flexible pavement components , for use in evaluation and design of airport and highway pavements
用于公路路面和机场跑道设计和评定的土壤与韧性路面成分的往复静态平板荷载试验的标准试验方法 |
| 6. | In the paper , terzaghi ' s bearing - capacity problem is expounded , and the terzaghi ' s bearing - capacity equation modified by the values of small plate loading test is gained
阐述了terzaghi理论确定桩端承载力的方法，并通过现场小压板载荷试验值对terzaghi理论公式进行修正，得到修正的terzaghi理论公式。 |
| 7. | Abstract : on the basis of chaotic model , this paper discusses the reasonable identification of relativistic deformation on ground capacity in plate loading test according to the result of the test
文摘:以混沌理论模型的分析值为基础，以现场载荷试验的结果为依据，对载荷试验法确定地基承载力时相对变形值的合理取定进行了论述 |
| 8. | Finally , two cases of plate loading test are analyzed . the theoretical calculations are compared with measured results . it is showed that the results by the finite element program are close to the measured results
最后结合工程实例进行分析论证，将有限元计算结果和实测值进行对比分析，说明本文所采用的计算模型的合理性。 |
| 9. | By using the method of plate load test , the deformation and settlement characteristics of foundation soils are systematically studied in this paper and the rules of deformation and settlement under homogeneously distributed load are discussed , which can complete the insufficiency of test technology in load test . the content includes followings : 1
本文以平板载荷试验为主要测试手段，对地基土体的变形及沉降特性进行了较系统的研究，探讨了地基在均布荷载下的变形与沉降规律，完善了现有荷载试验测试技术中的一些不足。 |
| 10. | Based on plate loading test in - situ , the method of geddes " formula , finite element method and the relative theory of method of code , the paper makes a thorough study on the bearing capacity and settlement of vertically loading cast - in - situ piles with expanded branches and plates , and the major results are as follows : ( 1 ) based on the results of plate loading test in - situ , the single pile settlement behavior is analyzed . it is pointed out that its load - settlement ( q - s ) curve as tardy deformation
本文结合现场静载荷试验、 geddes公式法、有限元法和《规范》法中的有关理论，对挤扩支盘桩在竖向荷载作用下的承载力及沉降进行了研究，主要表现在以下几方面： ( 1 )在现场静载荷试验结果的基础上，分析了挤扩支盘桩单桩沉降特征，指出其荷载沉降( q s )曲线为缓变形。 |
