Microstructures of the Soil Layer at Different Depths in the Centrifuge Modeling of Land Subsidence Caused by the Interaction of Two High-Rise Buildings

Author(s):  
Zhen-Dong Cui
2011 ◽  
Vol 250-253 ◽  
pp. 1503-1509 ◽  
Author(s):  
Feng Shan Ma ◽  
Ai Hua Wei ◽  
De Min Ding ◽  
Jie Guo

Ground subsidence is aggravated and becomes a prominent phenomenon recently in Tanggu, China. The subsidence reached its most critic state because of intensive water over-extraction in 1980s. Thereafter, over-draft withdraw of groundwater has been strictly controlled. Consequently, the rate of settlement decreased in the subsequent period. However, in recent year, ground subsidence becomes a prominent hazard again in some high-rise building areas .GPS-based monitoring data indicated new cone of depression has been formed. After detail investigation and analysis, it was thought that the appearance of the new subsidence center is the direct consequence of the construction of high-rise building. In this study, based on acquired monitoring data of subsidence, a special software package of Adina computer programs was applied in this study and analysis of the mechanism of subsidence induced by buildings. The results indicate that this method is useful to manage the land subsidence problem to high-rise building group.


2011 ◽  
Vol 261-263 ◽  
pp. 1749-1754
Author(s):  
Yu Qi Li ◽  
Tian Quan Weng ◽  
Yi Ran Liu

This paper introduces the hazards of urban land subsidence which caused by excessive extraction of groundwater, the construction of high-rise buildings and excavation, then analyses their mechanisms. It is considered that the essence of land subsidence is due to the soil compaction caused by effective stress augment and the soil loss caused by excavation. Through further analysis of current works, we suggest that regional differences in geological conditions, building loads, repeated action of groundwater withdrawal and recharge, and meso-mechanism of soil particles should be considered when establishing land subsidence model.


Author(s):  
Olotu Y. ◽  
◽  
Parker-Ikharo F ◽  
Rodiya A.A. ◽  
Evboifo N.O ◽  
...  

An automatic triple-ring infiltrometer was developed using a set of pre-set sensors and transducer (AP 403, AP 404, AP 405 and AP 406, RAP001 and RAP002). The aluminum probe sensors were graduated and arranged in series to monitor the rate at which water is infiltrating into the soil layer. The working principle of automatic triple-ring infiltrometer was developed using six probes with depth calibration of 1.0mm, 26.7 mm, 12.4 mm, and 12.7 mm, respectively. The result obtained showed strong agreement with a coefficient of determination R2= 0.963, indicating positive proportionality between cumulative infiltration and time taken for the water to infiltrate at different depths. The instrument has a measuring accuracy of ± 0.3mm infiltration depth. The device works effectively under biochar amended soil and other soil formations with high precision. Accurate infiltration data generated by the instrument would be applied to estimate the depth of water available to plant and predict possible agricultural drought.


Author(s):  
Qing-bo Yu ◽  
Qing Wang ◽  
Xue-xin Yan ◽  
Tian-liang Yang ◽  
Jian-ping Chen ◽  
...  

Abstract. With the development of economy, land reclamation by dredger fill has become an effective measure to alleviate the shortage of land resources. However, the accompanying subsidence has always been a challenge to the safe use of soil in dredger fill area. In this study, Chongming East Shoal, China, where dredger filling activities are going on in recent years was selected as the study area. SBAS-InSAR was applied to monitor the variation of land subsidence and deformation in the recent two years. Furthermore, a total of 25 undisturbed soil samples including dredger fill and underlying soil were collected from 5 boreholes (maximum depth 55 m), and the land at each borehole had different a formation time. The physical properties and compressibility were tested by laboratory tests. Results show that for the current state, fast to slow subsidence velocity was observed in the reclamation area close to the coastline, which is controlled by building load and geological features of soil layers. The building load is the main factor affecting the land subsidence and special attention should be paid. It is the poor drainage condition of the soil layer in the offshore area resulting in slow subsidence. Consolidation degree and final settlement of soil can be obtained from monitoring data of land subsidence. Based on the settlement-time curve obtained by SBAS-InSAR, the estimated final settlement of typical settlement area is −27.03 to −38.96 mm, and the corresponding consolidation degree is 58.95 % on average. It still takes a long time to achieve stability. In conclusion, land subsidence is essentially the macro-accumulation of drainage consolidation of all the soil layers, so it is controlled by soil structure and engineering geological properties of both dredger fill and underlying soil layer. The research combined with field investigation, laboratory testing can provide a mechanism explanation for monitoring results. Future research will focus on longer monitoring time and a higher sampling frequency to enrich and improve the research.


2015 ◽  
Vol 79 (2) ◽  
pp. 1199-1217 ◽  
Author(s):  
Zhen-Dong Cui ◽  
Jia-Qiang Yang ◽  
Li Yuan
Keyword(s):  

Author(s):  
Luiz Carlos De Santana Jacintho ◽  
Jorge Luiz Xavier Lins Cunha ◽  
Jackson Da Silva ◽  
Gerlan do Nascimento Rodrigues ◽  
Antônio Barbosa da Silva Júnior ◽  
...  

The seed bank has an ecological role of great importance in the re-composition of new individuals in plant communities. In the integration system livestock agriculture, the seed bank usually presents a serious problem, the agricultural activity, because this type of activity favors weed infestations over a long period of time. The different soil management systems and cultures have decisive influence on germination and composition of the flora of an area and in the seed bank of the agricultural soil. The objective of this study was to identify weed species that emerged during the analyzed period of the seed bank at different depths in an area of integration livestock agriculture. The present study was conducted in an area of integration livestock agriculture in the Center of Agrarian Sciences, of the Federal University of Alagoas (CECA - UFAL), located in the municipality of Rio Largo - AL, Brazil, in the year 2017. 20 samples at each depth: 0.0 to 10.0 cm and of 10.0 to 20.0 cm were collected. In possession of the data, it was possible to determine several phytosociological characteristics. It was observed in the composition of the seed bank high diversity of species with great variability. The seed bank has a greater diversity in the first soil layer (0.0 to 10.0 cm), presenting in its total density a decrease to increase the depth.


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