標(biāo)題: Titlebook: Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China; Volume 5: Megacity D Sijing Wang,Runqiu Huan [打印本頁(yè)] 作者: 門(mén)牙 時(shí)間: 2025-3-21 16:17
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China影響因子(影響力)
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China被引頻次
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China被引頻次學(xué)科排名
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China年度引用
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China年度引用學(xué)科排名
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China讀者反饋
書(shū)目名稱(chēng)Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China讀者反饋學(xué)科排名
作者: interrogate 時(shí)間: 2025-3-21 23:07 作者: LEVY 時(shí)間: 2025-3-22 03:24 作者: intoxicate 時(shí)間: 2025-3-22 07:28 作者: emulsify 時(shí)間: 2025-3-22 10:12 作者: 陳列 時(shí)間: 2025-3-22 16:55
Hydrogeological Uncertainty-Induced Over-Seepage Control by Grouting in Basement of Existing Buildiot work well when the basement floor is cracked significantly. In this paper, the grouting was utilized to control the serious over-seepage. Grouting was performed in the basement and the range to be injected was determined according to the groundwater pressure and favorable permeability to be achie作者: 陳列 時(shí)間: 2025-3-22 20:13
Research on Soil Instability Characteristics and Prevention Measures of Row Pile Support in Expansiacteristics of soil between piles of deep foundation pit excavation and support piles of railway stations on expansive land in Chengdu area are systematically studied by means of field investigation, field measurement analysis, instability characteristics analysis and calculation and derivation of s作者: ALIAS 時(shí)間: 2025-3-22 21:14
Study on the Method of Filling Pit Foundation Treatment in Beijing Area,quently, standard penetration tests and load tests were conducted upon completion of the foundation treatment. The test results demonstrated that the treated foundation’s bearing capacity met the design requirements. Furthermore, settlement observations indicated that the buildings experienced settl作者: 商業(yè)上 時(shí)間: 2025-3-23 01:22
A Case Study of Protection for a Building Adjacent to Deep Excavation in Saturated Sandy Deposits, 2, the tower experienced significant differential settlements, and its maximum settlement magnitude exceeded the alert level. To safeguard the tower, remedial countermeasures consisting of metro-jet-system (MJS) piles and double-row bi-slurry columns were carried out. Field monitoring data shows th作者: 有危險(xiǎn) 時(shí)間: 2025-3-23 07:38 作者: Ischemia 時(shí)間: 2025-3-23 10:16 作者: thyroid-hormone 時(shí)間: 2025-3-23 16:43
Experimental Study on Wave-Induced Pore Pressure Response and Instability of Layered Submarine Clay dissipation of excess pore water?pressure resulting in significant liquefaction potential of the soils below this layer. Due to the capping effect of the low-permeability soil layer, there was no significant sliding of the soil mass below it. Our findings might provide an implication and guiding si作者: Indebted 時(shí)間: 2025-3-23 19:29
A Depth-Integrated Model for Simulating the Dynamic Process of Submarine Landslide and Its Induced plex system to reduce the computational consumption. The presented model is tested against with?existing benchmark to verify its feasibility. The results show that the new model owns a reliable ability to capture the dynamic characteristics of submarine landslide and its induced tsunami wave generat作者: mechanical 時(shí)間: 2025-3-24 01:56
,Modern Landslide Activity and Slope Stability Analysis on the Site “Oreanda” (Southern Slope of thehan 110 thousand m.. Since the mid-80?s of the twentieth century, the landslide on the Oreanda site has been stable. The current stage of landslide activity began in 2007. Complex engineering geological investigations were performed on the site. The obtained results was the basis of the performed sl作者: Cytology 時(shí)間: 2025-3-24 03:46 作者: 鋪?zhàn)?nbsp; 時(shí)間: 2025-3-24 07:54 作者: Desert 時(shí)間: 2025-3-24 13:49
Microscopic Mechanism of Water and Salt Migration in the Great Wall Soil of the Ming Dynasty Under of the Great Wall of the Ming Dynasty, basic physical and mechanical properties and SEM experiment of the Great Wall soil were carried out, and the main mineral composition, chemical composition, and microstructure characteristics of rammed soil of the Great Wall were obtained. According to the natu作者: deviate 時(shí)間: 2025-3-24 17:26 作者: 事先無(wú)準(zhǔn)備 時(shí)間: 2025-3-24 20:20
Conference proceedings 2024f rock and soil mass, engineering geology and the environmental issues concerning marine, transportation, urban and ecological environment protection, engineering geology and resilience engineering construction, intelligent engineering geology, and new theories, methods, and techniques in engineering geology..作者: cogitate 時(shí)間: 2025-3-24 23:47
,L’astronomie des hautes énergies,as with poor and worst suitability were 218.85 and 214.82?km., respectively, accounting for 12.8 and 12.56% of the total area. Goaf, karst and the presence of water aquifers were the main geological problems. This study provides a guide for the evaluation of the geological suitability of the undergr作者: 集聚成團(tuán) 時(shí)間: 2025-3-25 04:42
Higher Harmonic Generation Microscopy,nsfer law of CFG piles, and pressure cells are buried at the pile top and in the soil between piles to study the pile-soil stress ratio of CFG piles composite foundation. The foundation deformation was studied by FLAC3D. According to the settlement observation results of the building, the maximum se作者: minimal 時(shí)間: 2025-3-25 07:36
Shoohana Singh,Thajasvarie Naickeropening size were two important factors affecting the clogging and permeability of the geotextile filter. The soil-geotextile combinations composed of two geotextiles had the same filtration response to the normal stress. The GR values of the nonwoven geotextile filtering clay increased with the inc作者: DEVIL 時(shí)間: 2025-3-25 14:08
https://doi.org/10.1007/b112626), and the Tresca model. A series of laboratory tests back-analysis using the above three soil constitutive models were conducted to evaluate the ability to predict the mechanical response of soils. And a case of braced excavation in unsaturated soil was simulated by using the different constitutive作者: enlist 時(shí)間: 2025-3-25 19:22
Alan Cooper,Christopher M. Johnsonot work well when the basement floor is cracked significantly. In this paper, the grouting was utilized to control the serious over-seepage. Grouting was performed in the basement and the range to be injected was determined according to the groundwater pressure and favorable permeability to be achie作者: TRUST 時(shí)間: 2025-3-25 22:08 作者: 事物的方面 時(shí)間: 2025-3-26 00:40
Microsensing Networks for Sustainable Citiesquently, standard penetration tests and load tests were conducted upon completion of the foundation treatment. The test results demonstrated that the treated foundation’s bearing capacity met the design requirements. Furthermore, settlement observations indicated that the buildings experienced settl作者: Constitution 時(shí)間: 2025-3-26 07:06 作者: Conducive 時(shí)間: 2025-3-26 10:47
Cloves Carneiro Jr.,Tim Schmelmertes is Distributed Acoustic Sensing (DAS) measurement technique. That technique is applied for the inspection of the soundness of expressway embankment without any traffic control. We carried out comparative data acquisition of passive surface wave method using DAS and linear array velocity meters (作者: 聲音刺耳 時(shí)間: 2025-3-26 12:53
Kasun Indrasiri,Prabath Siriwardena crucial role in determining variations in rock quality and ensuring accurate resource and reserve reporting for aggregates. As a result, the paper highlights the necessity of conducting engineering geological studies at quarry locations.作者: 悠然 時(shí)間: 2025-3-26 20:39 作者: 哺乳動(dòng)物 時(shí)間: 2025-3-27 00:32
https://doi.org/10.1007/978-3-642-52068-6plex system to reduce the computational consumption. The presented model is tested against with?existing benchmark to verify its feasibility. The results show that the new model owns a reliable ability to capture the dynamic characteristics of submarine landslide and its induced tsunami wave generat作者: 薄荷醇 時(shí)間: 2025-3-27 03:24
Alain Bélanger,Patrick Sabourinhan 110 thousand m.. Since the mid-80?s of the twentieth century, the landslide on the Oreanda site has been stable. The current stage of landslide activity began in 2007. Complex engineering geological investigations were performed on the site. The obtained results was the basis of the performed sl作者: 樂(lè)意 時(shí)間: 2025-3-27 07:37
Full Thickness Skin Graft (FTSG)ved based on SNR. Four models are studied, which are the proposed AR model and LSTM model with the initial time series at irregular intervals, the proposed AR model and LSTM model with the augmented time series at regular intervals. The prediction effects of four models are compared and analyzed by 作者: GLARE 時(shí)間: 2025-3-27 09:51
https://doi.org/10.1007/978-1-4842-5778-4followed by pre-processing of the observed data. The source wavelet is estimated using a source correction filtering technique. A pre-conditioned conjugate gradient algorithm updates the model, and a multi-scale strategy is employed to escape local minima. We applied the proposed Love-wave full wave作者: 關(guān)心 時(shí)間: 2025-3-27 15:05
Machine Learning Fundamental Concepts,of the Great Wall of the Ming Dynasty, basic physical and mechanical properties and SEM experiment of the Great Wall soil were carried out, and the main mineral composition, chemical composition, and microstructure characteristics of rammed soil of the Great Wall were obtained. According to the natu作者: indubitable 時(shí)間: 2025-3-27 20:59
Tools for development on HANA XSA,lly analysed, including geological structure, engineering geology, hydrogeology, environmental geology and ground and underground space status. The corresponding research results can be used as reference for underground space development and utilization in coastal megacities.作者: heartburn 時(shí)間: 2025-3-28 00:37
Carrying Capacity of Urban Underground Space and Influencing Factors Analysis for a Costal Megacitylly analysed, including geological structure, engineering geology, hydrogeology, environmental geology and ground and underground space status. The corresponding research results can be used as reference for underground space development and utilization in coastal megacities.作者: Epidural-Space 時(shí)間: 2025-3-28 02:37 作者: 高談闊論 時(shí)間: 2025-3-28 10:16 作者: 得體 時(shí)間: 2025-3-28 11:22 作者: FORGO 時(shí)間: 2025-3-28 16:12 作者: GLARE 時(shí)間: 2025-3-28 21:52
Evaluation of Underground Space Quality for a Delta Coastal City,round space quality. The Chenghuang Temple and Zhongshan Park planning units were used as evaluation examples, the quality of shallow, middle and deep underground space resources was evaluated. The evaluation system frame can provide reference for underground space resource evaluation for similar delta coastal cities.作者: 喊叫 時(shí)間: 2025-3-29 01:13 作者: Ingredient 時(shí)間: 2025-3-29 06:38 作者: 哺乳動(dòng)物 時(shí)間: 2025-3-29 10:09 作者: ARIA 時(shí)間: 2025-3-29 14:42
978-981-99-9205-8The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor作者: 高度表 時(shí)間: 2025-3-29 16:36
Engineering Geology for a Habitable Earth: IAEG XIV Congress 2023 Proceedings, Chengdu, China978-981-99-9203-4Series ISSN 1863-5520 Series E-ISSN 1863-5539 作者: 苦惱 時(shí)間: 2025-3-29 21:12
Takashi Furumura,Kazuki Koketsunditions result in different exploitation difficulty and potential disaster. The quality evaluation of underground space resource is significant for both sustainable urban planning and underground engineering. Shanghai was selected as a typical representative of delta coastal cities. A quality evalu作者: Intractable 時(shí)間: 2025-3-30 03:39 作者: Abutment 時(shí)間: 2025-3-30 06:04 作者: Semblance 時(shí)間: 2025-3-30 10:13 作者: 土產(chǎn) 時(shí)間: 2025-3-30 12:48
Katja Flügel,Qinghai Tian,Lars Kaestnerccelerated subsidence has been controlled by restricting deep aquifer groundwater exploitation and recharging. However, the land subsidence induced by underground space exploitation become obvious. Shallow underground space has been exploited at large scale, and deep underground space has been plann作者: Diluge 時(shí)間: 2025-3-30 16:56 作者: 集中營(yíng) 時(shí)間: 2025-3-30 21:27
Alan Cooper,Christopher M. Johnson under-estimated groundwater table for anti-floating. However, the exact estimation of the water table for anti-floating is very difficult due to the hydro-geological uncertainties. If the actual groundwater pressure excesses the designed value of anti-floating water table, the basement floor will b作者: Herbivorous 時(shí)間: 2025-3-31 04:45
Forward Modelling of Seismic Properties,ed “hidden disasters” by the geotechnical engineering community. Its damage mechanism has become an important technical problem that the underground space engineering must face and solve. The expansive soil is mainly distributed in the eastern region in Chengdu. According to the investigation, the s作者: Acclaim 時(shí)間: 2025-3-31 08:25 作者: 曲解 時(shí)間: 2025-3-31 11:40 作者: heterodox 時(shí)間: 2025-3-31 16:20
Cloves Carneiro Jr.,Tim Schmelmerng structures such as bridges and buildings. However, there are some problems that must be solved in order to apply SHM to expressway embankments. If there is no deformation or damage, the soundness of the road embankment cannot be evaluated by close visual inspection. Borehole investigations cannot作者: 血友病 時(shí)間: 2025-3-31 18:31
Kasun Indrasiri,Prabath Siriwardena and sand. The paper is aimed to emphasize the significance of engineering geology studies in resource and reserve reporting on aggregates in accordance with international reporting standards. The anticipated quality of rocks utilized in various applications such as cement production, concrete, asph作者: Palatial 時(shí)間: 2025-3-31 22:44 作者: ostrish 時(shí)間: 2025-4-1 04:09
https://doi.org/10.1007/978-1-4842-1275-2ure. This study conducted a wave flume experiment to understand the effect of low-permeability layer on the excess pore water?pressure response and the instability of the layered submarine clayey slope under wave actions. The experiment captured the whole process of soil progressive liquefaction and作者: 善變 時(shí)間: 2025-4-1 07:09 作者: ALTER 時(shí)間: 2025-4-1 12:10
Alain Bélanger,Patrick Sabourinintensive long-term development. Currently significant number of objects in the region belong to the objects of cultural heritage—the recreational complex ?Nijnya Oreanda?, including Livadiya Park Ensemble c Livadiya Palace. At the same time, the Southern slope of the Crimean Mountains is one of the作者: 潛伏期 時(shí)間: 2025-4-1 17:54
