巧思
发表于 2025-3-28 18:35:09
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飞镖
发表于 2025-3-28 22:06:32
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全神贯注于
发表于 2025-3-29 02:45:02
https://doi.org/10.1007/978-3-642-69456-1rtical Drain or PVD has gained considerable importance in accelerating soft clay consolidation for major civil engineering construction projects worldwide, as it is economical with proven efficiency. However, there is still some confusion and uncertainty in selecting the right type of PVD for a part
暴行
发表于 2025-3-29 03:21:43
K. L. Heilmann,G. Döhnert,W. Hofmanntantial distress to the structures built on them. The main objective of this study is to evaluate the effectiveness of micropile and performance of geotextile to resists upward movement of structures built over expansive soil. For this study, the expansive clay compacted in a steel box of size 50 cm
幼稚
发表于 2025-3-29 08:36:50
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Veneer
发表于 2025-3-29 13:11:19
Th. Eckhardt,T. H. Schöndorf,H. G. Lasch of laboratory scale-load tests on a model strip footing resting on clay reinforced with confined geocells. The parameters varied include aspect ratio of the aperture of geocell, infill materials and relative density of the infill material. The infill materials used in this study are sand, 6 mm aggr
Inscrutable
发表于 2025-3-29 16:15:33
https://doi.org/10.1007/978-3-642-61009-7ade material. Glass fiber of 20 mm length with varying fiber contents (. = 0.25, 0.5, 0.75 and 1% by dry weight of soil) was used as reinforcement. The effects of fiber content variation on compaction parameters of soil, and the effect of fiber content and soaking time variation on CBR strength were
bronchiole
发表于 2025-3-29 20:50:01
https://doi.org/10.1007/978-3-642-59230-0plate anchors. Load and corresponding settlements were measured and results presented in the form of pressure–settlement curves. Model strip footing was a rigid steel plate while galvanized iron sheet strips of 1 mm thickness were used as reinforcement with 16% coverage. Anchor plates were attached
Detain
发表于 2025-3-30 03:03:45
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枪支
发表于 2025-3-30 05:47:54
Ableitende Harnwege und Urethra,is a key factor which affects the index properties, unconfined compressive strength and compaction behavior. Fly ash stabilization of clay is a commonly used stabilization method in pavement construction. Presence of organic content affects the stabilization of clay using fly ash, because organic co