標(biāo)題: Titlebook: Innovative Infrastructure Solutions using Geosynthetics; Proceedings of the 3 Fumio Tatsouka,Erol Guler,J. P. Giroud Conference proceedings [打印本頁(yè)] 作者: 無(wú)法修復(fù) 時(shí)間: 2025-3-21 18:46
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics影響因子(影響力)
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics影響因子(影響力)學(xué)科排名
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics被引頻次
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics被引頻次學(xué)科排名
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics年度引用
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics年度引用學(xué)科排名
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics讀者反饋
書(shū)目名稱Innovative Infrastructure Solutions using Geosynthetics讀者反饋學(xué)科排名
作者: 動(dòng)物 時(shí)間: 2025-3-21 23:52 作者: 魅力 時(shí)間: 2025-3-22 02:22 作者: osteopath 時(shí)間: 2025-3-22 05:40 作者: 施加 時(shí)間: 2025-3-22 10:14 作者: BLOT 時(shí)間: 2025-3-22 12:55 作者: landfill 時(shí)間: 2025-3-22 19:52
Effect of Strain Rate on Cyclic Behavior of Pond Ash Reinforced with Geocell, ash samples. The secant shear modulus decreases with increase in cyclic shear strain rate from 0.2% to 0.4% for both unreinforced and geocell reinforced pond ash samples. The decrease is more pronounce in unreinforced pond ash samples. The number of cycles for initiation of initial liquefaction inc作者: Flinch 時(shí)間: 2025-3-23 00:22 作者: 無(wú)節(jié)奏 時(shí)間: 2025-3-23 04:36
Cemented Lateritic Soil as Base Material Improvement Using Compression,ozzolan additive was introduced in proportions of 3%, 6%, 9%, 12% and 15% by weight and the effect of the varying proportions studied. The results show that the introduction of the pozzolan improved the soil compressive strength, considerable and a maximum of 369.9?kN/m. was achieved at 9% proportio作者: 防水 時(shí)間: 2025-3-23 06:32
,A Geomembrane Liner to Stop Water Seepage in an 8?km Long Embankment: The Bill Young Reservoir Cased removing the original high-density polyethylene liner, replacing it with a polyvinylchloride liner, and constructing a robust soil-cement erosion protection system placed on a gravel drainage. The selected liner, SIBELON. 2CNT 3300, is a 2?mm thick geomembrane with a geotextile layer heat-bonded o作者: 諷刺 時(shí)間: 2025-3-23 12:24 作者: 憤怒事實(shí) 時(shí)間: 2025-3-23 16:59 作者: grieve 時(shí)間: 2025-3-23 20:09
Celebrating Reinforced Soil Structures,lenges they presented and the lessons learned. By describing the use of variable, non-standard reinforced fills ranging from site-won cohesive fill, to site-won chalk, to site-won mine stone waste, to locally sourced waste pulverized fuel ash, to landfill waste site-won fill, and others, it will sho作者: DEMUR 時(shí)間: 2025-3-24 01:41
Kennedy Chibuzor Onyelowe,Talal Amhadi,Charles Ezugwu,Eze Onukwugha,Henry Ugwuanyi,Ifeoma Jideofor,C作者: 車床 時(shí)間: 2025-3-24 06:09 作者: 故意釣到白楊 時(shí)間: 2025-3-24 07:41 作者: 巧思 時(shí)間: 2025-3-24 11:13
Geomembrane Stress Cracking Resistance Depending on the Polymer Used,melt flow index – linked to the molecular weight of the polymer – and the molecular weight distribution of the polymer. Later on, stress cracking resistance’s tests will be made – according to ASTM D5397 standards at a single point SP-NCT- of geomembranes manufactured with these polymers and the results will be analysed.作者: Tinea-Capitis 時(shí)間: 2025-3-24 18:07 作者: Euphonious 時(shí)間: 2025-3-24 21:53 作者: Sedative 時(shí)間: 2025-3-24 23:24
Conference proceedings 2020e been advances in the area of soil reinforcement, especially in the utilization of the technique in field projects. The researchers have also been working to understand the behaviour of reinforced soil considering the field challenges of reinforced soil structures.?作者: 廚師 時(shí)間: 2025-3-25 04:23 作者: ALIAS 時(shí)間: 2025-3-25 07:31 作者: Cervical-Spine 時(shí)間: 2025-3-25 14:27 作者: Countermand 時(shí)間: 2025-3-25 16:26 作者: obsession 時(shí)間: 2025-3-25 22:54 作者: Ganglion 時(shí)間: 2025-3-26 02:16 作者: angiography 時(shí)間: 2025-3-26 06:44
Developments in MSE Wall Research and Design,r gives a brief historical overview and then a review of current approaches to the internal stability design of these systems including strength-based limit equilibrium methods and reinforcement stiffness-based methods. Examples of full-scale wall testing in North America and Japan are described whi作者: 芳香一點(diǎn) 時(shí)間: 2025-3-26 12:16
Cemented Lateritic Soil as Base Material Improvement Using Compression,ated for use as base material improvement of south eastern roads. First, a preliminary exercise was conducted to determine the index, grading and consistency properties of the natural soil. The results show that the Umuntu Olokoro soil was an A-2-7 soil, according to AASHTO classification system and作者: 漫不經(jīng)心 時(shí)間: 2025-3-26 13:12 作者: fructose 時(shí)間: 2025-3-26 18:28 作者: 劇本 時(shí)間: 2025-3-27 00:21 作者: cochlea 時(shí)間: 2025-3-27 01:26 作者: 蠟燭 時(shí)間: 2025-3-27 08:11 作者: 表示向前 時(shí)間: 2025-3-27 11:07
Celebrating Reinforced Soil Structures,porary reinforced soil wall at Newmarket/Silkstone colliery in West Yorkshire, UK in 1980, just 2 years after the first polymeric geogrid was invented by Dr Mercer in 1978 in Blackburn, UK. HDPE geogrid Reinforced Soil Retaining Wall (RSRW) Systems have since been widely used around the world formin作者: membrane 時(shí)間: 2025-3-27 13:55 作者: 稱贊 時(shí)間: 2025-3-27 19:01 作者: Pudendal-Nerve 時(shí)間: 2025-3-28 01:25
https://doi.org/10.1007/978-3-030-34242-5Geosynthetics; Fibres; Reinforcement; Reinforced soil structures; Reinforced soil; Geotechnical Engineeri作者: Debrief 時(shí)間: 2025-3-28 02:44
Fumio Tatsouka,Erol Guler,J. P. GiroudPresents the concepts in simple and plain English.Includes description of several reinforced soil structures.Focuses on research advances.Discusses field experience through case studies.Covers both ge作者: perimenopause 時(shí)間: 2025-3-28 07:16 作者: nocturia 時(shí)間: 2025-3-28 13:43
Vikas Arya,Satish Kumar redundancy into coding, we can construct a coding under which every digit of a result depends only on 2 digits of an operand for any unary operations. These results are closely related with a state assignment problem of finite state machines. The above 2-locally computable coding derives a state as作者: Mercurial 時(shí)間: 2025-3-28 15:24 作者: 舔食 時(shí)間: 2025-3-28 20:54
NeuronVisor: Defining a Fine-Grained Cloud Root-of-Trust,anwhile, NeuronVisor achieves higher fault detection rate than the prevalent centralized cloud attestation scheme (CEN). It still achieves the same fault detection rate with CEN even when 90?% of the NeuronVisors are constantly tampered with and maliciously collaborating with each other.作者: 螢火蟲(chóng) 時(shí)間: 2025-3-28 23:49
th multimorbidity often have a diminished body clearance of drugs; age-related changes of the kidney seems to be one of the most important factors in this regard. Far less important than the elimination of drugs through the kidney is their excretion in the bile. So far results have disclosed that oxidative st978-3-642-70790-2978-3-642-70788-9作者: HILAR 時(shí)間: 2025-3-29 03:11 作者: 陳列 時(shí)間: 2025-3-29 07:44
