Solution Buildings and Infrastructure Prevented Slides on Expansive Soils of Simple Method Load-Channeled and Naturally

Solution Buildings and Infrastructure Prevented Slides on Expansive Soils of Simple Method Load-Channeled and Naturally
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© 2023 by IJETT Journal
Volume-71 Issue-12
Year of Publication : 2023
Author : Nusa Setiani.Triastuti
DOI : 10.14445/22315381/IJETT-V71I12P201

How to Cite?

Nusa Setiani.Triastuti, "Solution Buildings and Infrastructure Prevented Slides on Expansive Soils of Simple Method Load-Channeled and Naturally," International Journal of Engineering Trends and Technology, vol. 71, no. 12, pp. 1-10, 2023. Crossref, https://doi.org/10.14445/22315381/IJETT-V71I12P201

Abstract
The research location was in Tangkil village, Citeureup, Indonesia, with fertile soil, narrow land, contoured land with 11 buildings, and some infrastructure. Objective: The infrastructure and buildings built in a narrow area that meets engineering standards and adjusted design life. Even though the building was built in expansive soil and easy landslide, ground and surface water flew through the subdrainage, and the soil was retained with retaining wall structures and counterfort. Observations at the project site, secondary data in the form of geology, hydrogeology, and soil tests topography. The novelty was that the building and infrastructure were successful, and no more repairs existed. The cost of the structure being built was cheap because the water pressure channeled horizontally through PVC AW pipes to o burden the structure. The little residual force accepted the structure so that the building and infrastructure did not crack and tilt. The solution must be easily understood by field engineers. The retaining wall was placed under the stairs of the building, so I did not see it. The solution applied to all countries where fertile soils and existing land contours had to be preserved for natural balance and environment friendly.

Keywords
Expansive soil, Sliding, Sub drainage, Retain soil fertility, Retained contour land, No shear collapse occurs.

References
[1] R.W. Van Bemmelen, The Geology of Indonesia, U.S. Government Printing Office, vol. 1, 1949.
 [Google Scholar] [Publisher Link]
[2] ESDM, Ministry of Energy and Mineral Resources, Expert of Geology, Java Island Geology Data Report, 2011. [Online]. Available: https://absensi.geologi.esdm.go.id/assets/media/content/content-laporan-tahunan-badan-geologi-2011.pdf
[3] R. Driscoll, “The Influence of Vegetation on Flower and Shrinkage of Clay in Britain,” Thomas Telford Limited, vol. 33, no. 2, pp. 93- 105, 1983.
[Google Scholar] [Publisher Link]
[4] Bo Chen et al., “Hydro-Mechanical Behavior of Compacted Sludge Over a Wide Suction Range,” Geomechanics and Engineering, vol. 22, no. 3, pp. 237-244, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[5] Fu Hua Chen, Foundation on Expansive Soils, John Nelson, pp. 52-53, 1988.
[Google Scholar] [Publisher Link]
[6] X.F. Liu, O.P. Buzzi, and J. Vaunat, “Influence of Stress Volume Path on Swelling Behavior of Expansive Clay,” Proceeding of the Sixth Conference Unsaturated Soil UNSAT Sidney, vol. 1, pp. 931-938, 2014.
[Google Scholar] [Publisher Link]
[7] Amer Ali Al-Rawas, and Mattheus F.A. Goosen, Expansive Soils: Recent Advances in Characterization and Treatment, 1 st ed., CRC Press, pp. 1-544, 2006.
[CrossRef] [Google Scholar] [Publisher Link]
[8] Wesley G. Holtz, and Harold J. Gibbs, “Engineering Properties of Expansive Clays,” Transactions of ASCE, vol. 121, pp. 641-679, 1956.
[CrossRef] [Google Scholar] [Publisher Link]
[9] Raman, V., “Identification of Expansive Soils from the Plasticity Index and the Shrinkage Index Data,” The Indian Engineer, Calcutta, vol. 11, no. 1, pp. 17-22, 1967.
 [Google Scholar] 
[10] Mohammed A.M. Al-Bared et al., “Undrained Shear Strength and Microstructural Characterization of Treated Soft Soil with Recycled Materials,” Geomechanics and Engineering, vol. 18, no. 4, pp. 427-437, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[11] Dongping Deng et al., “Calculation Model for the Shear Strength of Unsaturated Soil Under Nonlinear Strength Theory,” Geomechanics and Engineering, vol. 21, no. 3, pp. 247-258, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[12] Qi Huang, Jin-feng Zou, and Ze-hang Qian, “Seismic Stability Analysis of Tunnel Surface is Purely Cohesive Soil by a Pseudo-Dynamic Approach,” Geomechanics and Engineering, vol. 23, no. 1, pp. 1-13, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[13] Byeong-Su Kim, Shoji Kato, and Seong-Wan Park, “Experimental Approach to Estimate the Strength for Compacted Geometries at Low Confining Pressure,” Geomechanics and Engineering, vol. 18, no. 5, pp. 459-469, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[14] Arshdeep Kaur, and Arvind Kumar, “Behavior Tends to be Eccentric on the Footing of the Load Resting on Fiber-Reinforced Soil,” Geomechanics and Engineering, vol. 10, no. 2, pp. 155-174, 2016.
[CrossRef] [Google Scholar] [Publisher Link]
[15] Amirhossein Mohammadi, Taghi Ebadi, and Mohammad Reza Boroomand, “Interface Shear between Different Oil-Contaminated Sand and Construction Materials,” Geomechanics and Engineering, vol. 20, no. 4, pp. 299-312, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[16] Van-Linh Ngo, Jae-Min Kim, and Changho Lee, “Influence of Structure-Soil-Structure Interaction on Foundation Behavior for Two Adjacent Structures Geo-Centrifuge Experiment,” Geomechanics and Engineering, vol. 19, no. 5, pp. 407-420, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[17] Qi Shunchao et al., “Stability Analysis of an Unsaturated Expansive Soil Slope Subjected to Rainfall Infiltration,” Geomechanics and Engineering, vol. 19, no. 1, pp. 1-9, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[18] Mohammad Shamsi, and Javad Nazariafshar, “Behavior of Sand Columns Reinforced by Vertical Geotextile Encasement and Horizontal Geotextile Layers,” Geomechanics and Engineering, vol. 19, no. 4, pp. 329-342, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[19] Xiang-Hua Xu et al., “Internal Shear Strength and Interface of Crude Oil, Gasoil Sand Oil Used for Relative Density of Motor Oil,” Geomechanics and Engineering, vol. 20, no. 4, pp. 313-322, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[20] J.D. Nelson, and D. Miller, Expansive Soil Problem and Practice in Foundation and Pavement Engineering, Wiley, pp. 1-259, 1992.
[Google Scholar] [Publisher Link]
[21] J.M. Duncan, A.L. Buchignani, and Marius De Wet, “An Engineering Manual for Slope Stability Studies,” Report of a Study Performed by the Virginia Tech Center or Geotechnical Practice and Research, pp. 337-371, 1987.
[Google Scholar] [Publisher Link]
[22] O.G. Ingles, and J.B. Metcalf, Soil Stabilization, Principle and Practice, USA Butterworths, 1972.
[Google Scholar] [Publisher Link]
[23] Hsai-Yang Fang, Foundation Engineering Handbook, Springer US, pp. 1-923, 2013.
[Google Scholar] [Publisher Link]