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91.
92.
Kuo-Chun Chang Yu-Chi Sung Kuang-Yen Liu Ping-Hsiung Wang Zheng-Kuan Lee Lu-Sheng Lee Witarto 《地震工程与工程振动(英文版)》2014,(Z1)
This paper presents in-situ seismic performance tests of a bridge before its demolition due to accumulated scouring problem. The tests were conducted on three single columns and one caisson-type foundation. The three single columns were 1.8 m in diameter,reinforced by 30-D32 longitudinal reinforcements and laterally hooped by D16 reinforcements with spacing of 20 cm. The column height is 9.54 m,10.59 m and 10.37 m for Column P2,P3,and P4,respectively. Column P2 had no exposed foundation and was subjected to pseudo-dynamic tests with peak ground acceleration of 0.32 g first,followed by one cyclic loading test. Column P3 was the benchmark specimen with exposed length of 1.2 m on its foundation. The exposed length for Column P4 was excavated to 4 m,approximately 1/3 of the foundation length,to study the effect of the scouring problem to the column performance. Both Column P3 and Column P4 were subjected to cyclic loading tests. Based on the test results,due to the large dimension of the caisson foundation and the well graded gravel soil type that provided large lateral resistance,the seismic performance among the three columns had only minor differences. Lateral push tests were also conducted on the caisson foundation at Column P5. The caisson was 12 m long and had circular cross-sections whose diameters were 5 m in the upper portion and 4 m in the lower portion. An analytical model to simulate the test results was developed in the OpenSees platform. The analytical model comprised nonlinear flexural elements as well as nonlinear soil springs. The analytical results closely followed the experimental test results. A parametric study to predict the behavior of the bridge column with different ground motions and different levels of scouring on the foundation are also discussed. 相似文献
93.
A large number of in-situ volcanic reservoirs have been discovered from the Meso-Cenozoic rift basin group in eastern China.Based on drilling results in combination with geological and geophysical analysis,a case study from the Early Cretaceous Xujiaweizi fault-depression shows that the formation mechanism of in-situ volcanic reservoirs is characterized by"fault-controlled body,body-controlled facies,facies-controlled reservoir,and reservoir-controlled accumulation".In other words,deep faults control the volcanic eruption type,volcanic body,and gas reservoir distribution;the volcanic body determines the spatial distribution of volcanic facies and volcanic gas reservoir size;the volcanic facies control reservoir physical properties and effective thickness of gas formation;the volcanic reservoir properties control gas reservoir type and gas productivity.The result is useful to guiding the discovery of in-situ volcanic gas reservoirs in faulted basins in both theory and practice. 相似文献
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95.
基于现场热响应测试方法的地下岩土热物性分析 总被引:1,自引:0,他引:1
目前获取导热系数的主要方法是现场热响应试验,但该方法缺乏统一的技术标准,导致计算结果可比较性差,难以应用。笔者开展了不同热响应试验设备的原位热物性测试系列试验,分析了测试与数据处理方法对测试结果的影响,探讨了试验过程中需要注意的问题。结果显示:为减少试验误差,两次热响应试验测试的时间间隔不应少于10 d;应尽量避免循环水与岩土介质以外的其他介质产生热量交换;对于恒热流热响应试验,导热系数值与舍弃时间(1.0~12.0 h)成正相关关系;而对于定进回循环水温差的热响应试验,导热系数值与舍弃时间(0.0~12.0 h)成负相关关系;舍弃时间大于12.0 h时,导热系数变化趋于稳定。按统一标准舍弃前12.0 h的测试数据进行导热系数计算,6家单位的导热系数计算值都在2.2~2.8 W/(m·℃)范围内,测试结果合理可靠。 相似文献
96.
Stabilization of Expansive Clays Using Granulated Blast Furnace Slag (GBFS) and GBFS-Cement 总被引:1,自引:0,他引:1
Expansive clays undergo swelling when subjected to water. This can cause damage, especially to light weight structures, water
conveyance canals, lined reservoirs, highways, and airport runways unless appropriate measures are taken. In this study, granulated
blast furnace slag (GBFS) and GBFS-cement (GBFSC) were utilized to overcome or to limit the expansion of an artificially prepared
expansive soil sample (sample A). GBFS and GBFSC were added to sample A in proportions of 5–25% by weight. The effects of
these stabilizers on grain size distribution, Atterberg limits, swelling percentage and rate of swell of soil samples were
determined. GBFS and GBFSC were shown to successfully decreasing the total amount of swell while increasing the rate of swell. 相似文献
97.
98.
Railroad operating experience in permafrost conditions has shown that deformations of embankments on thawing foun-dations last for a long time. After an initial period of heat settlement due to permafr... 相似文献
99.
A. Maher W. S. Douglas D. Yang F. Jafari V. R. Schaefer 《Marine Georesources & Geotechnology》2013,31(3-4):221-235
A preliminary study was conducted to determine the potential for cement deep soil mixing (CDSM) technology as a method for in-situ solidification of contaminated river and estuarine sediments. The study was conducted in Newark Bay, near the mouth of the Passaic River, New Jersey. The primary objective of the study was to evaluate the viability of CDSM for the in-situ S/S with a focus on: 1) determining the correct mix of the cement slurry, which provides rapid stabilization of the sediment matrix, 2) potential resuspension of solids during CSDM operations, 3) the effects of high organic content on the solidification process, and 4) the feasibility of using conventional dredging/extraction methods once the sediments have been stabilized and allowed to cure. The results of the study show CDSM slurry mixtures, as low as 7% in cement content, result in significant solidification and strength gain of in-situ sediments under ambient conditions. In sediments with very high organic contents (> 20%), the slurry mix would need to be adjusted to account for retardation effects of organics on cement hydration. Sediment resuspension during application was shown to be minimal at a distance of as little as 75 feet from the mixing head. Strength gains were considerable, effectively consolidating the sediment particles in a secure matrix, but not so high as to preclude extraction of solidified sediments with conventional dredging equipment. Dredged solidified sediment exhibited characteristics of a stiff glacial clay, and as such was easier to handle and transport than untreated dredged sediments. This technique has high potential to be used as an interim remedial measure prior to either extraction and decontamination/disposal or proper capping. 相似文献
100.