書目名稱Ground Improvement and Earth Structures影響因子(影響力)學科排名
書目名稱Ground Improvement and Earth Structures網(wǎng)絡公開度
書目名稱Ground Improvement and Earth Structures網(wǎng)絡公開度學科排名
書目名稱Ground Improvement and Earth Structures被引頻次
書目名稱Ground Improvement and Earth Structures被引頻次學科排名
書目名稱Ground Improvement and Earth Structures年度引用
書目名稱Ground Improvement and Earth Structures年度引用學科排名
書目名稱Ground Improvement and Earth Structures讀者反饋
書目名稱Ground Improvement and Earth Structures讀者反饋學科排名
作者: Fantasy 時間: 2025-3-21 22:54 作者: JOG 時間: 2025-3-22 04:20
Response of Strip Footing Adjacent to Nonyielding Basement Wall,onstructed adjacent to nonyielding basement wall. Different construction design parameters have been considered including the strip footing width (B), its distance from nonyielding wall back (a), and footing embedment depth below the backfill surface (D.). The effects of nonyielding wall proximity t作者: 是限制 時間: 2025-3-22 07:11
3D Modeling of EPS Geofoam Buffers Behind Diaphragm Walls,, expanded polystyrene geofoam (EPS) was introduced as a compressible buffer between the wall and the retained soil. Based on verified outcomes from the literature, EPS buffers is an effective solution that can significantly reduce the static lateral earth pressure acting on flexible walls. In this 作者: exclamation 時間: 2025-3-22 09:46 作者: Coronation 時間: 2025-3-22 14:09
,Numerical Simulations of Ground Improvement Using Stone Columns in “Bouregreg Valley”,ignificant deformations (settlement) under loads. For Geotechnical experts, such problems present a challenge in many Moroccan regions like Rabat (Bouregreg Valley) and the northern regions. To overcome these defects, stone columns are used as a soil improvement technique to reduce settlement and to作者: Coronation 時間: 2025-3-22 19:11
Behavior of Pipelines Embedded in Self-compacting Materials Under Traffic Loads,marily as backfill e.g. in trenches. Selection of materials should be based on availability, cost, specific application and the necessary characteristics of the mixture, including flowability, strength and excavatability. The main objective of this study is to investigate numerically the behavior of作者: frenzy 時間: 2025-3-23 00:45 作者: 傳染 時間: 2025-3-23 02:20 作者: 含沙射影 時間: 2025-3-23 07:56 作者: 拋射物 時間: 2025-3-23 10:27 作者: Epidural-Space 時間: 2025-3-23 17:47 作者: Pelago 時間: 2025-3-23 21:32 作者: Servile 時間: 2025-3-24 01:29 作者: 藥物 時間: 2025-3-24 03:59 作者: cajole 時間: 2025-3-24 09:50 作者: dilute 時間: 2025-3-24 11:45 作者: 凹室 時間: 2025-3-24 18:48
https://doi.org/10.1007/978-3-211-30716-8 superior resistance to static, resilient and dynamic loads. Worldwide, many codified design procedures and experience are available. Beside their technical and economic advantages, they also have at least 30% lower carbon footprint than conventional walls or stabilizing systems, e.g. concrete retai作者: 削減 時間: 2025-3-24 21:27
Allgemeine Pathologie der Endokarditis,ignificant deformations (settlement) under loads. For Geotechnical experts, such problems present a challenge in many Moroccan regions like Rabat (Bouregreg Valley) and the northern regions. To overcome these defects, stone columns are used as a soil improvement technique to reduce settlement and to作者: 官僚統(tǒng)治 時間: 2025-3-25 01:54
https://doi.org/10.1007/978-2-8178-0276-3marily as backfill e.g. in trenches. Selection of materials should be based on availability, cost, specific application and the necessary characteristics of the mixture, including flowability, strength and excavatability. The main objective of this study is to investigate numerically the behavior of作者: synovitis 時間: 2025-3-25 04:20 作者: Tempor 時間: 2025-3-25 10:27
Peritoneum, Retroperitoneum, Hernien, the contact surface between the reinforcing columns and the clayey soil increases and results in an increase in the soil-column interface friction, which enhances the strength properties of the reinforced soft clayey soil. Granular Columns/soil interface strength can play then an important role in 作者: 參考書目 時間: 2025-3-25 11:53
,Toilettes et soutien périnéal,lizers such as cement, lime, filler and their combination on the characteristics of clays. Shrinkage was measured on un-stabilized soil and stabilized samples with cement, sand or a mixture of cement and sand. The results show that the shrinkage of un-stabilized soil is proportional to the water con作者: FEIGN 時間: 2025-3-25 18:17 作者: ALIEN 時間: 2025-3-25 21:08 作者: 獨白 時間: 2025-3-26 00:46
Hans Bankl,Hans Christian Bankls constructed over soft soils with low bearing capacity, insufficient shear strength and high compressibility. Finite element modeling is widely adopted to examine the performance of the road, railway and highway embankments during construction, post-construction as well as serviceability periods. N作者: Pepsin 時間: 2025-3-26 06:14 作者: PALL 時間: 2025-3-26 11:28
https://doi.org/10.1007/978-3-642-75498-2for all the tests. An image analysis technique was used to evaluate the performance of the geofoam in enhancement of deformation behavior of the buried pipe. Strip loading was applied with a constant load rate of 0.1?N/Sec using a Universal Testing Machine (UTM). This facilitates the correct evaluat作者: VALID 時間: 2025-3-26 15:59
https://doi.org/10.1007/978-2-287-35572-1 the embedment depth increased. Meanwhile, the vertically loaded strip footing imposed significant vertical and horizontal forces at the wall top and bottom boundaries. The data gathered from this program is used to identify deficiencies in current design methodologies for similar soil structure int作者: 哥哥噴涌而出 時間: 2025-3-26 17:27 作者: 滑動 時間: 2025-3-26 21:05 作者: 諂媚于人 時間: 2025-3-27 02:14 作者: 壟斷 時間: 2025-3-27 06:09
https://doi.org/10.1007/978-2-8178-0276-3vior of the pipe-soil-system into account. A subroutine was implemented in ABAQUS in order to quantify the effect of shrinkage of the self-compacting material (CLSM) on the stresses imposed on the pipeline. Finally hints and recommendations regarding the usage of these materials will be given.作者: bioavailability 時間: 2025-3-27 11:56 作者: Orchiectomy 時間: 2025-3-27 16:20
Peritoneum, Retroperitoneum, Hernien,s produced and the resistance to shearing is defined as the shear resistance. The frictional resistance is, however, determined on an existing joint surface. The frictional behavior at the soil – other materials interface is usually and commonly obtained from direct shear tests. A numerical modellin作者: flavonoids 時間: 2025-3-27 21:31
Hans Bankl,Hans Christian Bankl, surface settlement versus horizontal distance from the centreline of embankment, settlement with depth, and variations of excess pore water pressure, which have been analysed and discussed in detail. The findings of this numerical analysis indicate that the FRLTP and DCM columns supported embankme作者: affinity 時間: 2025-3-27 23:41 作者: 雄偉 時間: 2025-3-28 03:20 作者: POLYP 時間: 2025-3-28 06:27 作者: 維持 時間: 2025-3-28 10:35 作者: Hirsutism 時間: 2025-3-28 18:34 作者: Cuisine 時間: 2025-3-28 19:01 作者: Notorious 時間: 2025-3-28 23:38 作者: 令人悲傷 時間: 2025-3-29 06:24
Application of Vacuum Consolidation for the Improvement of Tunis Soft Soil,pore pressure close to cell border. The normalized excess pore pressure for preload decreases when the applied preload increases and then increases quasi-linearly with the increase of horizontal distance between transducers to geodrain. While, the normalized excess pore pressure for vacuum pressure 作者: 幾何學家 時間: 2025-3-29 10:22
Numerical and Experimental Studies of Sand-Clay Interface,s produced and the resistance to shearing is defined as the shear resistance. The frictional resistance is, however, determined on an existing joint surface. The frictional behavior at the soil – other materials interface is usually and commonly obtained from direct shear tests. A numerical modellin作者: 善于 時間: 2025-3-29 12:50
Numerical Analysis on the Performance of Fibre Reinforced Load Transfer Platform and Deep Mixing Co, surface settlement versus horizontal distance from the centreline of embankment, settlement with depth, and variations of excess pore water pressure, which have been analysed and discussed in detail. The findings of this numerical analysis indicate that the FRLTP and DCM columns supported embankme作者: enterprise 時間: 2025-3-29 15:46
Ground Improvement and Earth Structures978-3-319-63889-8Series ISSN 2366-3405 Series E-ISSN 2366-3413 作者: 蹣跚 時間: 2025-3-29 22:33
,Toilettes et soutien périnéal, of cement and sand reduces the shrinkage slightly better than when only cement is added. The durability was evaluated by conducting series of wetting-drying cycle tests. The study shows that the durability of earth material can be improved by cement and lime stabilizers.作者: Enliven 時間: 2025-3-30 02:02 作者: 表示向下 時間: 2025-3-30 06:44 作者: 單調(diào)性 時間: 2025-3-30 10:00 作者: 混合物 時間: 2025-3-30 14:31 作者: Rodent 時間: 2025-3-30 20:29
The Lambert-Eaton Myasthenic Syndromen coupling the PLPAK software with iterative process to eliminate tensile stresses underneath the considered plate. Tensile zones are redistributed until the final contact zone of plate is reached. Examples are tested and results are compared to analytical and previously published results to verify the proposed technique.作者: 重疊 時間: 2025-3-30 23:16 作者: vascular 時間: 2025-3-31 02:12
A Common Structural Principle in the Surface Layers of the Archaeobacteria , and ,tergrund jahrzehntelangen wirtschaftlichen Aufstiegs – kaum betrachtet worden. Lediglich zu einzelnen Aspekten des Verhaltens dauerhaft armer Konsumenten (z. B. ?The poor pay more“) finden sich978-3-8349-2356-1978-3-8349-6029-0作者: 我還要背著他 時間: 2025-3-31 06:33
,Die Wechselwirkungen der inkretorischen Drüsen,nen geschlossenen Ring bildeten, dadurch, da? die einzelnen Drüsen sich gegenseitig in ihrer Wirkung hemmen oder f?rdern sollten; aus diesen Anschauungen heraus entsprang das oft angeführte Schema von Falta, Eppinger, Rudinger und He?, das von Aschner unter Hinzufügung der Hypophyse und der Ovarien noch erweitert wurde.作者: ALT 時間: 2025-3-31 12:51
Use of the DICE (Dual Integrase Cassette Exchange) System,re lacking from these improved RMCE methods is that none have fully utilized the recombinases that have been demonstrated to be the most robust and stringent at performing genomic integration in plants and animals, i.e., the phiC31 and Bxb1 phage integrases. To address this need, we have developed a作者: 使隔離 時間: 2025-3-31 16:21
https://doi.org/10.1007/978-1-349-15566-8ence in the computer lab is not limited to programming tasks; rather, the computer lab can be used in additional pedagogical ways that further enhance learners’ understanding of computer science. Specifically, the following topics are addressed in this chapter: what is a computer lab?, the lab-first
