標(biāo)題: Titlebook: Advances in Analysis and Design of Deep Foundations; Proceedings of the 1 Murad Abu-Farsakh,Khalid Alshibli,Anand Puppala Conference procee [打印本頁] 作者: 相反 時間: 2025-3-21 17:23
書目名稱Advances in Analysis and Design of Deep Foundations影響因子(影響力)
書目名稱Advances in Analysis and Design of Deep Foundations影響因子(影響力)學(xué)科排名
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書目名稱Advances in Analysis and Design of Deep Foundations網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Advances in Analysis and Design of Deep Foundations被引頻次
書目名稱Advances in Analysis and Design of Deep Foundations被引頻次學(xué)科排名
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書目名稱Advances in Analysis and Design of Deep Foundations年度引用學(xué)科排名
書目名稱Advances in Analysis and Design of Deep Foundations讀者反饋
書目名稱Advances in Analysis and Design of Deep Foundations讀者反饋學(xué)科排名
作者: 參考書目 時間: 2025-3-21 22:21 作者: 別炫耀 時間: 2025-3-22 03:09 作者: STYX 時間: 2025-3-22 08:27 作者: 貴族 時間: 2025-3-22 11:45
Conference proceedings 2018caisson foundations, evaluate the bearing capacity and settlement of piles from cone penetration tests, etc. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017..作者: 向宇宙 時間: 2025-3-22 14:26 作者: 許可 時間: 2025-3-22 20:39
2366-3405 ctice on the long-term increase in pile capacity (or setup),.This volume on “Advances in Analysis and Design of Deep Foundations” contains 22 technical papers which cover various aspects of analysis and design of deep foundations based on full-scale field testing, numerical modeling, and analytical 作者: eczema 時間: 2025-3-23 00:10
George C. Hsiao,Wolfgang L. Wendlandm the results, it is shown that the safety coefficient increases from 1.3 to 1.75 as a result of the effect of steel pipe piles, which indicates that the reinforcement effect of steel pipe piles is feasible.作者: ABHOR 時間: 2025-3-23 02:38
https://doi.org/10.1007/978-3-540-68545-6 This paper presents a discussion on the aspects related to design and construction of deep foundations unique to the East Coast of United States. Challenges such as limited accessibility; maintenance and protection of adjacent structures; and increased risk management are discussed with the aid of demonstrative case histories.作者: 機(jī)械 時間: 2025-3-23 09:34 作者: needle 時間: 2025-3-23 10:25 作者: minimal 時間: 2025-3-23 15:17 作者: 出沒 時間: 2025-3-23 18:49 作者: CANON 時間: 2025-3-24 00:07 作者: 截斷 時間: 2025-3-24 04:03 作者: 漂亮 時間: 2025-3-24 09:30
Behavior of Bored Piles in Two Soil Layers, Sand Overlaying Compressible Clay (Case Study),the use of antibiotics in animals that end up transmitting resistance genes in human beings during their consumption (Paulson and Zaoutis, Pediatrics 136(6):e1670–7, 2015). It is a priority to take measures to contain resistance, on the one hand, through the strategy of antibiotic management, strict作者: 令人心醉 時間: 2025-3-24 13:18
Laboratory Study of Plug Length Development and Bearing Capacity of Pipe Pile Models Embedded Withiorkonzepte zunehmend an Bedeutung. Die Einsch?tzung der Rolle der verschiedenen Mediatoren und anderer aktiver Substanzen variiert in vielf?ltiger Weise und ist v. a. abh?ngig vom Schockparadigma des Wissenschaftlers, dem Stadium der Schockprogression (d. h. der Organinsuffizienz) sowie der untersuc作者: 蜿蜒而流 時間: 2025-3-24 18:37 作者: Entirety 時間: 2025-3-24 19:14 作者: Brocas-Area 時間: 2025-3-25 01:32 作者: Hyperlipidemia 時間: 2025-3-25 07:20 作者: 削減 時間: 2025-3-25 09:46
Reliability of Load-Transfer Approach in the Design of Large Diameter Bored Piles,e procedures masks, caps, sterile gowns, sterile drapes, and sterile gloves are recommended. Caring for patients with highly contagious infectious diseases requires access to personal protective equipment. Basic ICU equipment should include vital signs monitors and mechanical ventilators, which shou作者: 學(xué)術(shù)討論會 時間: 2025-3-25 13:52 作者: ATP861 時間: 2025-3-25 19:28
A Full Scale Field Study: Evaluation of the Magnitude and Time Extent of Excess Pore Water Pressureudies it appears clear that a) in the vast majority of cases the changes which cause an organ to dysfunction can also cause its failure and that, b) once established the dysfunction can progress towards failure even after the removal of its cause. Thus, in the last analysis, MODS seems to be the fin作者: 開花期女 時間: 2025-3-25 23:09 作者: 不確定 時間: 2025-3-26 02:08 作者: 執(zhí) 時間: 2025-3-26 05:07
Deep Foundations Case Histories in the East Coast of United States,, la ceftazidime, alors que ?l’antibiothérapie à large spectre? sera employée dans le sens d’une association d’antibiotiques actifs sur P. . ou le . résistant à la méthycilline (SARM). Par exemple, l’association d’un aminoside à une β-lactamine est considérée comme une antibiothérapie à large spectr作者: 代替 時間: 2025-3-26 12:21 作者: FIG 時間: 2025-3-26 14:39 作者: glowing 時間: 2025-3-26 17:10 作者: acclimate 時間: 2025-3-26 23:14
Numerical Modeling of Pile Groups Composed of Two Open-Ended Steel Piles,and moral ambivalence, with fate, no-win scenarios, and anti-heroes now pervading commonly-toldand readily-accessible stories.? Christine Muller examines how popular culture affords sites for culturally-traumatic events to manifest and how readers, viewers, and other audiences negotiate their fallou作者: finale 時間: 2025-3-27 02:30 作者: 不幸的人 時間: 2025-3-27 07:01 作者: 影響深遠(yuǎn) 時間: 2025-3-27 11:38 作者: URN 時間: 2025-3-27 17:20
https://doi.org/10.1007/978-3-540-68545-6tors for groups of piles sorted by pile diameter, length, and soil conditions. These resistance factors were calculated based on limited total settlement of 1% and 2.5% of the pile diameter, which indirectly accounts for the serviceability limits. A comparison between the strength- and the serviceab作者: Adenoma 時間: 2025-3-27 18:53
https://doi.org/10.1007/978-3-540-68545-6shly grouted pile might cause squeezing and occasional grout outflow triggering potential necking. During the installation of 18-inch diameter 80-feet APGD piles for a 23-story mixed-use building in Downtown Orlando, grout outflow was observed when piles were installed closer than 15?ft of a freshly作者: HEPA-filter 時間: 2025-3-27 23:04
https://doi.org/10.1007/978-3-540-68545-6le setup) was performed for a full-scale pile load test case study. Finite element (FE) software Abaqus utilized to simulate the pile installation and following pile load tests. Dissipation of the induced excess porewater pressure was modeled through applying conventional consolidation theory. The p作者: intolerance 時間: 2025-3-28 05:49 作者: 搏斗 時間: 2025-3-28 09:36
George C. Hsiao,Wolfgang L. Wendland is modeled for different L/D ratio including 10, 20, 30, 40 and 50. The responses of the system are obtained from the different L/D ratio of the pile group by carrying out the dynamic nonlinear soil structure interaction analysis of the 2001 Bhuj ground motion (M?=?7.0). The responses of the SSI sy作者: 剛毅 時間: 2025-3-28 12:18 作者: 共棲 時間: 2025-3-28 17:01 作者: Gossamer 時間: 2025-3-28 22:43 作者: Pudendal-Nerve 時間: 2025-3-28 22:59
Operator Theory: Advances and Applicationsere mainly controlled by the piles’ rigidity, soil resistances surrounding the piles, and connection behaviors between the pile-bent. Based on the observed temperature effects, the design of the piles of the Caminada Bay Bridge is very conservative. The piles experienced very low bending moments and作者: 有助于 時間: 2025-3-29 06:17
https://doi.org/10.1007/978-3-0346-0171-9e criterion. Parametric studies will be done to investigate the structural behaviour under different conditions regarding the pile spacing. The results will be presented to examine the overall behaviour of pile groups.作者: 阻擋 時間: 2025-3-29 09:30 作者: 格子架 時間: 2025-3-29 15:11 作者: Palate 時間: 2025-3-29 18:40
Murad Abu-Farsakh,Khalid Alshibli,Anand PuppalaPresents the state of art and practice on the analysis and design of piles under axial and lateral loading.Includes the state of art and practice on the long-term increase in pile capacity (or setup),作者: 非秘密 時間: 2025-3-29 23:47
Sustainable Civil Infrastructureshttp://image.papertrans.cn/a/image/146656.jpg作者: 松果 時間: 2025-3-30 03:47 作者: 容易生皺紋 時間: 2025-3-30 05:25
Christian Constanda,Dale Doty,William Hamillal and time constraints, it is not possible to always load and test the pile up to the failure. The load-settlement behavior of the pile during pile load testing under this loading often does not reach the ultimate pile capacity. Hence, in order to utilize the maximum available pile capacity in the 作者: 合法 時間: 2025-3-30 10:20 作者: GRACE 時間: 2025-3-30 12:53 作者: 江湖郎中 時間: 2025-3-30 16:46 作者: 收集 時間: 2025-3-30 21:33 作者: Ornithologist 時間: 2025-3-31 03:42
George C. Hsiao,Wolfgang L. Wendlandequivalent plastic strain zone is taken as failure standard, is used to analyze the stability coefficient of slope before and after reinforcement. From the results, it is shown that the safety coefficient increases from 1.3 to 1.75 as a result of the effect of steel pipe piles, which indicates that 作者: Arroyo 時間: 2025-3-31 08:52 作者: enfeeble 時間: 2025-3-31 13:08 作者: CHECK 時間: 2025-3-31 15:58 作者: 大方一點 時間: 2025-3-31 18:01
https://doi.org/10.1007/978-3-540-68545-6 Augered-Pressure-Grouted-Displacement (APGD) piles increasingly became the deep foundation of choice for heavily loaded structures in Downtown Orlando. The combination of favorable subsoil conditions, quick installation, superior skin friction, and minimal drilling spoil made APGD piles very attrac作者: 倒轉(zhuǎn) 時間: 2025-3-31 22:27 作者: lesion 時間: 2025-4-1 03:24
https://doi.org/10.1007/978-3-540-68545-6order to develop analytical models to estimate the increase in pile capacity with time or pile set-up. The twelve test piles were driven mainly in cohesive soils. Detailed soil characterizations including laboratory and in-situ tests were conducted to determine the different soil properties. The tes作者: 者變 時間: 2025-4-1 06:18 作者: MOTTO 時間: 2025-4-1 11:47
https://doi.org/10.1007/978-3-540-68545-6tes, which creates numerous challenges in the construction of civil engineering works. These challenges often necessitate the use of deep foundations. This paper presents a discussion on the aspects related to design and construction of deep foundations unique to the East Coast of United States. Cha作者: Asymptomatic 時間: 2025-4-1 17:45
George C. Hsiao,Wolfgang L. Wendlandetrofit design of concrete foundations has remained limited. One reason for this is the sophisticated modeling process which requires knowledge, experience, and caution. This study demonstrates the applicability and benefit of the nonlinear finite element modeling for the performance-based structura
