標(biāo)題: Titlebook: Geotechnical Characterisation and Geoenvironmental Engineering; IGC 2016 Volume 1 V. K. Stalin,M. Muttharam Conference proceedings 2019 Spr [打印本頁(yè)] 作者: IU421 時(shí)間: 2025-3-21 19:59
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering影響因子(影響力)
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering被引頻次
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering被引頻次學(xué)科排名
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering年度引用
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering年度引用學(xué)科排名
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering讀者反饋
書(shū)目名稱(chēng)Geotechnical Characterisation and Geoenvironmental Engineering讀者反饋學(xué)科排名
作者: 飛來(lái)飛去真休 時(shí)間: 2025-3-21 21:30 作者: 彎彎曲曲 時(shí)間: 2025-3-22 04:09
https://doi.org/10.1007/978-3-642-93077-5strain (~?1?×?10.%) to high strain (>1%), and can be used to evaluate the modulus reduction curve over the investigated wide range of strain. The capability of on-sample transducers can be effectively harnessed to evaluate the maximum shear modulus of a soil.作者: 臥虎藏龍 時(shí)間: 2025-3-22 07:28
Utility of Lime and Red Mud in Clay Soil Stabilizationd by red mud on lime treatment. It was seen that the highest maximum dry density (MDD), UCS, and CBR values were obtained for 15% red mud in soil. On further treatment with 2% of lime, 20% red mud in soil showed more strength compared to 15% red mud in soil ensuring that more soil can be replaced by red mud on treating with lime.作者: opprobrious 時(shí)間: 2025-3-22 09:28
Local Strain Measurements in Triaxial Tests Using On-Sample Transducersstrain (~?1?×?10.%) to high strain (>1%), and can be used to evaluate the modulus reduction curve over the investigated wide range of strain. The capability of on-sample transducers can be effectively harnessed to evaluate the maximum shear modulus of a soil.作者: Hypomania 時(shí)間: 2025-3-22 15:21
Die Unternehmung hat eine Organisationrmation of soil on top plane increases linearly with horizontal displacement, whereas on shear plane, the vertical deformation remains constant after yielding of sand. It is also found that there is greater movement of sand particles at the front and the back of the box for the large shear box compared with that for the small shear box.作者: Hypomania 時(shí)間: 2025-3-22 17:21
Effect of Box Size on Dilative Behaviour of Sand in Direct Shear Testrmation of soil on top plane increases linearly with horizontal displacement, whereas on shear plane, the vertical deformation remains constant after yielding of sand. It is also found that there is greater movement of sand particles at the front and the back of the box for the large shear box compared with that for the small shear box.作者: Anemia 時(shí)間: 2025-3-22 23:05
Conference proceedings 2019and also the characteristics of soil with different pore fluid under varying test conditions. The major topics covered are (i) characterisation of soils, rocks and synthesised materials and (ii) geoenvironmental engineering and behaviour of unsaturated soil. This book will prove a valuable reference for researchers and practicing engineers alike..作者: bile648 時(shí)間: 2025-3-23 05:04 作者: deadlock 時(shí)間: 2025-3-23 08:35 作者: Melanoma 時(shí)間: 2025-3-23 11:56
Conference proceedings 2019 “.Geotechnical Characterisation.?and?.Geoenvironmental Engineering.” highlight the modified geotechnical properties of soil admixed industrial waste and also the characteristics of soil with different pore fluid under varying test conditions. The major topics covered are (i) characterisation of soi作者: 輕觸 時(shí)間: 2025-3-23 17:33 作者: 搏斗 時(shí)間: 2025-3-23 19:18
V. K. Stalin,M. MuttharamAddresses geotechnical issues of soil–waste interaction with reference to modification of the index and engineering behavior of soil.Includes analytical papers highlighting the modified geotechnical p作者: Hyaluronic-Acid 時(shí)間: 2025-3-23 22:46 作者: CHART 時(shí)間: 2025-3-24 05:03 作者: 思鄉(xiāng)病 時(shí)間: 2025-3-24 07:31
Entwicklung Eingebetteter Systemeive materials are to be adopted as a construction material so as to minimize the use of natural resources. Red mud (RM) is generated as a waste material during the production of alumina from bauxite, and it comes to around 40% of the bauxite used for the production. The paper presents the possibilit作者: debase 時(shí)間: 2025-3-24 13:41 作者: Indolent 時(shí)間: 2025-3-24 16:02
Entwicklung IT-basierter Dienstleistungenitu density is traditionally determined using sand-cone test method. However, many recent studies have indicated that stiffness- or strength-based quality measurements are easy to determine and more reliable than the density-based quality measurements. In this study, lightweight deflectometer (LWD) 作者: maintenance 時(shí)間: 2025-3-24 19:58
https://doi.org/10.1007/978-3-322-83079-1sents the laboratory evaluation of compressibility by performing one-dimensional consolidation tests on six different mixtures of bentonite with sand. The bentonite–sand mixtures were formed by varying sand content in bentonite in increments of 5% from 5 to 25% by dry weight. Dry bentonite–sand mixt作者: Osmosis 時(shí)間: 2025-3-25 00:59 作者: compose 時(shí)間: 2025-3-25 06:10 作者: 克制 時(shí)間: 2025-3-25 10:15
Hermann Rathert,Wilhelm Weltzien existing ports, a lot of construction has taken place over a decade or two. This involved jetties, container yard, railway connectivity to existing railway network, deepening of berth pockets and channels, etc. On the geotechnical front, these involved reclamation, embankment construction, pile fou作者: 鍵琴 時(shí)間: 2025-3-25 14:15
Grundlagen zu Produkt-Service Systemen, deposits. Since many previous research works have highlighted the influence of pore fluid type, electrolyte concentration, pH and valence of the pore fluid on unconfined compressive shear strength. The present study has inferred the effect of pore size distribution (PSD) on unconfined compressive s作者: Antimicrobial 時(shí)間: 2025-3-25 17:52
L?sung und Entfernung der Placentas pozzolanic material to improve the physical, mechanical as well as chemical properties of the cements and concrete, whereas blast-furnace slag cements are characterized by their low heat of hydration and high sulphate and sea water resistance. On the other hand, addition of blast-furnace slag to f作者: overture 時(shí)間: 2025-3-25 21:43
https://doi.org/10.1007/978-3-642-93077-5e LVDTs measure the external strain applied and not the strain developed in the sample during shearing. This paper presents the use of on-sample transducer to measure localized strain in a soil sampled subjected to triaxial tests. Specimens prepared at two relative densities (30 and 90%) and three e作者: 清唱?jiǎng)?nbsp; 時(shí)間: 2025-3-26 03:37 作者: 飛來(lái)飛去真休 時(shí)間: 2025-3-26 06:39
Die Unternehmung hat eine Organisation?60?mm?×?30?mm) and large (305?mm?×?305?mm?×?140?mm). A three-dimensional numerical model is developed using the FLAC. software to analyse the size effect on dilative behaviour of dense sand along the top and the shear plane of the box at 15?kPa normal pressure. It is observed that the vertical defo作者: Diaphragm 時(shí)間: 2025-3-26 08:37 作者: 轉(zhuǎn)換 時(shí)間: 2025-3-26 13:27 作者: 邊緣帶來(lái)墨水 時(shí)間: 2025-3-26 17:34 作者: botany 時(shí)間: 2025-3-27 00:56
978-981-13-4526-5Springer Nature Singapore Pte Ltd. 2019作者: 榮幸 時(shí)間: 2025-3-27 04:28
Geotechnical Characterisation and Geoenvironmental Engineering978-981-13-0899-4Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: Atmosphere 時(shí)間: 2025-3-27 05:19 作者: 一回合 時(shí)間: 2025-3-27 12:15
Versuchsofen und Versuchstechniksure test is devised in the Proctor mould itself to statically compact the soil at different water contents. This method is less laborious, and the time involved is less. For this, seven fine-grained soil samples of various plasticity characteristics were tested. The analysis shows that the relation作者: 希望 時(shí)間: 2025-3-27 14:11 作者: 掙扎 時(shí)間: 2025-3-27 19:49 作者: 乳白光 時(shí)間: 2025-3-27 21:58 作者: Mhc-Molecule 時(shí)間: 2025-3-28 06:01 作者: 開(kāi)始從未 時(shí)間: 2025-3-28 09:17 作者: 孤僻 時(shí)間: 2025-3-28 10:40
Reinhold Neitzel,Rudolf Koller (Lehrstuhl)aboratory findings. In both laboratory and field testing, a 2.5?kg hammer was used with height of fall as variable parameter. Two sets of tests were performed. One with random height of fall that is similar to current practice and the other with fixed height of fall of 0.13?m to simulate impacts wit作者: Banquet 時(shí)間: 2025-3-28 15:50
Hermann Rathert,Wilhelm Weltzienression properties of the cohesive soils are looked into and compared with correlations available in the literature. It is seen that the compression characteristics do follow a definite trend although there is scatter. The aim of publishing this field data is to help designers in selecting parameter作者: blackout 時(shí)間: 2025-3-28 19:21
Grundlagen zu Produkt-Service Systemen,d on the clay surface. From the obtained UCS value of bentonite and kaolinite minerals, it can be inferred that the UCS strength variation of bentonite mineral is strongly influenced by the water molecules bounded on the clay surface or diffused double layer water, whereas the UCS strength of kaolin作者: cancellous-bone 時(shí)間: 2025-3-29 01:09
L?sung und Entfernung der Placentaarying solution to solid ratio has been made. The test results showed that the development of compressive strength is directly concomitant to concentration of NaOH solution. Moreover, as the slag content in the mixture increases, the compressive strength increases. Hence, an inorganic polymer can be作者: 責(zé)問(wèn) 時(shí)間: 2025-3-29 03:29
Systembezogene Organisationstheoriennd undisturbed soil samples to assess the geotechnical characteristics. Test to determine grain size distribution, specific gravity, Atterberg’s limits, in situ dry density, shear strength parameters, and permeability were conducted. Hillslopes within Guwahati region consist of residual soils in uns作者: 很是迷惑 時(shí)間: 2025-3-29 10:15 作者: 無(wú)目標(biāo) 時(shí)間: 2025-3-29 14:44
Normalit?t als Eingangskriteriumnite mixture, and studies highlighting the contributions of sand particle size, sand gradation, etc., were very few even though sand forms the major component in most of the sand-bentonite mixtures being employed around the world. This study sheds some light on the plasticity characteristics of sand作者: Choreography 時(shí)間: 2025-3-29 16:09 作者: Militia 時(shí)間: 2025-3-29 22:12
Effect of Confining Pressure on Post-Peak Behaviour of Igneous Rockength of the specimen was 108?mm. The index properties of the rock were determined as per ISRM standards. Triaxial tests were conducted under various confining pressures at a constant axial strain rate of 9.259?×?10.?s. The strains were measured with the help of strain gauges and specially designed 作者: Clinch 時(shí)間: 2025-3-30 03:29 作者: palliative-care 時(shí)間: 2025-3-30 07:44
Lightweight Deflectometer for Compaction Quality Control addition, a case study on a low-volume road is presented to demonstrate the relationship between the . and in situ density obtained from the sand-cone test. LWD is found to be simple to operate and provides quick test results on any pavement layer. Hence, the frequency of quality control tests can 作者: inflate 時(shí)間: 2025-3-30 08:16
A Study on Compressibility, Swelling and Permeability Behaviour of Bentonite–Sand Mixtureswelling (expressed in percentage) and swelling pressure decreased with addition of sand. Moreover, changes were observed for the consolidation parameters upon addition of sand to bentonite. The void ratio versus log of permeability plots was found to be linear, and permeability was found to increas作者: Integrate 時(shí)間: 2025-3-30 13:10
Effect of Plastic Fines on Shear Strength of Sandsned locally, and the liquid limit (LL) and the plasticity index (PI) are found to be equal to 65 and 39%, respectively. The effect of plastic fines on shear strength of sands is studied using direct shear testing conducted in displacement-controlled mode. Tests are performed at 0.5?mm/min, and the s作者: 點(diǎn)燃 時(shí)間: 2025-3-30 17:37 作者: 哺乳動(dòng)物 時(shí)間: 2025-3-30 23:43 作者: 暗諷 時(shí)間: 2025-3-31 04:33
Effect of Pore Size Distribution on Unconfined Compressive Shear Strengthd on the clay surface. From the obtained UCS value of bentonite and kaolinite minerals, it can be inferred that the UCS strength variation of bentonite mineral is strongly influenced by the water molecules bounded on the clay surface or diffused double layer water, whereas the UCS strength of kaolin作者: opprobrious 時(shí)間: 2025-3-31 06:24 作者: 的’ 時(shí)間: 2025-3-31 11:45 作者: Conquest 時(shí)間: 2025-3-31 13:48
Influence of Initial Conditions on Undrained Response of Soft Claysocused on compaction, compressibility and UCC strength. Clayey soils are impervious and do not permit drainage of water. There will be a cumulative build-up of pore water leading to increase in pore water pressure and reduction in shear strength, finally leading to increase in settlement and deforma作者: Incise 時(shí)間: 2025-3-31 18:44 作者: Ebct207 時(shí)間: 2025-4-1 00:56
Geotechnical Characterisation and Geoenvironmental EngineeringIGC 2016 Volume 1
