標(biāo)題: Titlebook: 5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering; Proceedings of ZM 20 Cavit Atalar,Feyza ?i [打印本頁(yè)] 作者: 無(wú)緣無(wú)故 時(shí)間: 2025-3-21 17:55
書(shū)目名稱(chēng)5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering影響因子(影響力)
書(shū)目名稱(chēng)5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering被引頻次
書(shū)目名稱(chēng)5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering被引頻次學(xué)科排名
書(shū)目名稱(chēng)5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering年度引用
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書(shū)目名稱(chēng)5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering讀者反饋
書(shū)目名稱(chēng)5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering讀者反饋學(xué)科排名
作者: ADJ 時(shí)間: 2025-3-21 22:35
Y. Guo,C. Wei,Y. Wang,H. Sheng,J. Wu,Z. Guoghi in 1943, results of several theoretical and experimental investigations have been published. Most of these studies relate to the case where the foundation is subjected to centric vertical load. In the present paper, an attempt has been made to summarize the important developments related to the 作者: Ankylo- 時(shí)間: 2025-3-22 01:04
22. Internationales Stuttgarter Symposiumerms of settlement as well as bearing capacity. There are a number of methods to improve the soft ground for shallow foundation with utilizing geosynthetics and chemical stabilizer as well as mechanical compaction. This paper presents the soft ground reinforcement method for shallow foundation by ut作者: intangibility 時(shí)間: 2025-3-22 05:47 作者: 多余 時(shí)間: 2025-3-22 09:13
Rainer Lasch,Christian G. Jankery challenging. This paper introduces a new tool called “Cylindrical Shear Tool” (CST) to measure the undrained shear strength, S., of soft soils. Description of this tool is given and the related shear test procedure is detailed. The proposed tool offers the advantage to avoid the disturbance of sof作者: 一起平行 時(shí)間: 2025-3-22 13:12 作者: LAPSE 時(shí)間: 2025-3-22 17:24
Rekonstruktive Bildungsforschungistence of pore water inside the soil medium. The presence of mica minerals changes the inter-particle force chain and causes the re-arrangement of sand particles under varying stress conditions. The intergranular void ratio concept is a useful approach to evaluate the grain size range that is in co作者: 禍害隱伏 時(shí)間: 2025-3-23 00:05
Rekonstruktive Bildungsforschungpically estimated using oedometer tests on samples with the assumption that the result represents the entire deposit in the field. Most of the soils in in-situ condition are lightly overconsolidated, with Over Consolidation Ratio (OCR) ranging from 1.0 to 2.0 due to glaciation, ground water level fl作者: 音的強(qiáng)弱 時(shí)間: 2025-3-23 02:28 作者: admission 時(shí)間: 2025-3-23 07:30 作者: plasma 時(shí)間: 2025-3-23 11:12 作者: 補(bǔ)助 時(shí)間: 2025-3-23 17:14
Kornelia Hahn,Andreas Langenohle Index I. and Material Index I.. CPTu provides a nearly continuous data profile with respect to DMT, making it more appealing for soil unit identification, leaving DMT data for qualitative comparison. This work proposes a first attempt of integrating CPTu-DMT data within soil profiling task, aiming作者: Guaff豪情痛飲 時(shí)間: 2025-3-23 18:23
https://doi.org/10.1007/978-3-658-37440-2berg limits tests, standard proctor compaction tests, and unconfined compression tests were performed. The curing time of the specimens varied from 7 to 56?days. Xanthan gum ratios were %0.5, %1, %1.5, %2, %3 and sodium alginate ratios were %1, %2, %3, %4. As a result, a noticeable increase in liqui作者: 圓錐 時(shí)間: 2025-3-23 23:28 作者: 翅膀拍動(dòng) 時(shí)間: 2025-3-24 02:46 作者: plasma 時(shí)間: 2025-3-24 07:18 作者: 敘述 時(shí)間: 2025-3-24 10:54 作者: 在駕駛 時(shí)間: 2025-3-24 18:16 作者: 警告 時(shí)間: 2025-3-24 19:17 作者: perpetual 時(shí)間: 2025-3-25 00:26
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/012/image/101028.jpg作者: inculpate 時(shí)間: 2025-3-25 04:13
Kornelia Hahn,Andreas Langenohlclassification class boundaries –here taken from (Robertson, 2009) and Marchetti, (2001) chart– are applied with user-specified refinements. The proposed algorithm is applied to CPTu and DMT sounding records performed at Barcelona harbor (Spain).作者: Pudendal-Nerve 時(shí)間: 2025-3-25 10:32 作者: 在前面 時(shí)間: 2025-3-25 12:40 作者: 捐助 時(shí)間: 2025-3-25 16:03 作者: Foregery 時(shí)間: 2025-3-25 21:42 作者: escalate 時(shí)間: 2025-3-26 03:09 作者: negligence 時(shí)間: 2025-3-26 06:53 作者: Pageant 時(shí)間: 2025-3-26 08:47
2366-2557 by leading experts in the field.This volume highlights the?latest advances and innovations in the?field of?soil mechanics and geotechnical engineering, as presented by?leading international researchers and engineers at?the 5th International Conference on New Developments in Soil Mechanics and Geotec作者: dragon 時(shí)間: 2025-3-26 13:20
Kornelia Hahn,Andreas Langenohlwhere C. is the compression index and C. is the swelling index. Zones delimited by a C./C. value and a swelling pressure (σ.) value are identified to differentiate expansive soils from non-expansive soils. When C./C. ratio is higher or equal to 15, the swelling pressure is practically equal to?zero.作者: 鉗子 時(shí)間: 2025-3-26 18:11
Static and Dynamic Behavior of Shallow Foundation Reinforced by Honey Cell Modular Block978-1-349-02554-1作者: 憤怒事實(shí) 時(shí)間: 2025-3-27 00:31 作者: 骯臟 時(shí)間: 2025-3-27 04:53 作者: GIBE 時(shí)間: 2025-3-27 08:52
Front Mattered every day. Minor skin wounds cause some pain, but these wounds will heal by themselves in time. Even though many minor wounds heal effectively without scarring in the absence of treatment, they heal more rapidly if they are kept clean and moist. Devices such as Band-Aids are used to assist in wou作者: 補(bǔ)助 時(shí)間: 2025-3-27 13:01 作者: Fester 時(shí)間: 2025-3-27 14:54 作者: Epidural-Space 時(shí)間: 2025-3-27 20:13 作者: SYN 時(shí)間: 2025-3-27 23:13 作者: Militia 時(shí)間: 2025-3-28 05:11
L?sungen zu betrachten. Man kann fragen, bei welchen Ver?nderungen des Systems qualitative Eigenschaften erhalten bleiben, wir werden dabei zum Begriff der strukturellen Stabilit?t geführt. Für das Verhalten für gro?e Zeiten haben wir bereits Beispiele zur Konvergenz, zu zyklischem Verhalten und zu作者: 導(dǎo)師 時(shí)間: 2025-3-28 09:06
Apparatus Design and Measuring of Apparent Swelling Pressure of Compacted Bentonitetandsvariable . (z.B. die Gr??e einer Population) erfa?t. Die in aufeinanderfolgenden Zeitpunkten . = . (. = 0, 1, ...) bestimmten Werte .., ..,... von . bilden eine ., durch die die zeitliche ?nderung des betrachteten Systems als ein . beschrieben wird. Die Folge bezeichnen wir kurz mit {.., .. hei作者: GRE 時(shí)間: 2025-3-28 11:21
Estimation of Compression Index of Lightly Overconsolidated Soils from In-Situ Time-Settlement Plotseboog..Biomechanica van het spier-skeletstelsel bevat veel voorbeelden uit de praktijk, die bijeen zijn gebracht door een orthopedisch chirurg, een fysiotherapeut en een ingenieur. Lichaamshouding staat centraal bij de onderwerpen bukken en tillen, staan, zitten en liggen. De houding van het lichaam作者: Antecedent 時(shí)間: 2025-3-28 14:51 作者: 我不明白 時(shí)間: 2025-3-28 21:04 作者: 隱士 時(shí)間: 2025-3-29 01:09
Using Compression and Swelling Indices to Characterize Expansive Soilsnts, and skin. Their respective mechanical behavior may be expected to be related to their specific composition, structure, location, and function in the organism. However, for dynamic modeling, they may be satisfactorily approximated by macroscopic properties, as described in the next chapter.作者: 吝嗇性 時(shí)間: 2025-3-29 03:58 作者: 斜 時(shí)間: 2025-3-29 09:05
Clay Soil Stabilization Using Xanthan Gum and Sodium Alginate as Biopolymersction to the environment takes place, and which is the inverse of flow rate (87.4 ± 1.5 ml min. per 100 gram). The amount of heat leaving via the coronary sinus (heat recovery) was 76 ± 11% of that injected in the coronary artery. Using the model it is estimated from these data that 62% of the injec作者: 我要沮喪 時(shí)間: 2025-3-29 11:41 作者: 潔凈 時(shí)間: 2025-3-29 17:31 作者: Minutes 時(shí)間: 2025-3-29 21:26 作者: harpsichord 時(shí)間: 2025-3-30 02:39 作者: 大氣層 時(shí)間: 2025-3-30 05:48
last necrosis does not change the tendon. However, the cross-sectional area increases during the period of subsequent cellular repopulation although tensile strength decreases, minimizing reduction of the maximum load. These events also occur in freeze-thaw studies using the ACL. The mechanical envi作者: 失望昨天 時(shí)間: 2025-3-30 11:09 作者: 染色體 時(shí)間: 2025-3-30 15:38 作者: 記成螞蟻 時(shí)間: 2025-3-30 19:46
Rainer Lasch,Christian G. Jankeretween the CST and a compacted sand is determined. First, characterization of the?chosen quarry sand comprised identification tests, Proctor tests and the direct shear test (DST). Then follows the preparation of sand samples compacted, in Proctor molds, at the optimum modified and normal Proctor wat作者: 諷刺滑稽戲劇 時(shí)間: 2025-3-30 21:19
https://doi.org/10.1007/978-3-658-37286-6ariation for identical specimens. It was found that slight deformation of might not be the fundamental reason for . variation, however, slight deformation may introduce difficulties of dry density measurement, which may result in apparent . variation. With the new apparatus, good repeatability of . 作者: 步兵 時(shí)間: 2025-3-31 01:25 作者: Blatant 時(shí)間: 2025-3-31 09:05
Rekonstruktive Bildungsforschungalues obtained from ‘so called’ extremely small undisturbed samples tested in the laboratory. The variation of compression index with depth of the deposit are also presented for different OCR values considered.
