Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Reffanda Kurniawan Rustam"'
Autor:
Sutanto Muliawan, Ratna Dewi, Febrian Hadinata, Reffanda Kurniawan Rustam, Budi Ariawan, Yulindasari Sutejo
Publikováno v:
Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil. 9:109-114
Some of the unfavorable characteristics of peat soil are low bearing capacity and high compressibility. The reinforcing material used in this research which functions the same as geogrid are bamboo materials (grids and woven). The bamboo material use
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1249ce90d9a81bc476525d496d6bd42b
https://doi.org/10.35139/cantilever.v9i2.62
https://doi.org/10.35139/cantilever.v9i2.62
Publikováno v:
Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil. 9:15-24
A typical relatively steep slope makes the Lb. Selasih – Bts. Kota Padang KM.29+650 experienced a landslide in 2017. So, it is necessary to strengthen the slope to overcome the landslide. Alternative slope reinforcement used is reinforcement using
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f25868250d3ca1d686450c6f740cdb16
https://doi.org/10.35139/cantilever.v9i1.18
https://doi.org/10.35139/cantilever.v9i1.18
Publikováno v:
Jurnal Deformasi. 6:42
Tanah merupakan bagian terpenting bidang konstruksi teknik sipil karena hampir semua bangunan berdiri atau dibangun di atas tanah. Tanah lempung lunak adalah jenis tanah yang memiliki daya dukung rendah dan daya mampat yang tinggi serta memiliki inde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::25208a5264609ce77d4a1e843c573125
https://doi.org/10.31851/deformasi.v6i1.5610
https://doi.org/10.31851/deformasi.v6i1.5610
Publikováno v:
Jurnal Deformasi. 6:9
Tanah merupakan bagian dari kerak bumi yang tersusun dari mineral dan bahan-bahan organik. Tanah merah daerah Pakjo termasuk ke dalam jenis tanah lempung lunak dengan kuat geser yang rendah. Oleh karena itu tujuan penelitian ini adalah untuk mengetah
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3757c7b10354c1260379638635f40e32
https://doi.org/10.31851/deformasi.v6i1.5209
https://doi.org/10.31851/deformasi.v6i1.5209
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 620:012039
One type is soft clay soil which has a low compressibility and high water content that causes the carrying capacity of the soil to be low. In this research, soil improvement was carried out chemically by soil stabilization method using a mixture of g
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ab5a7d3c0b5892c1386c80926a82e406
https://doi.org/10.1088/1757-899x/620/1/012039
https://doi.org/10.1088/1757-899x/620/1/012039
Publikováno v:
CANTILEVER. 8:1
Expansive clay has a high potential to swell if compared to other types of clay. Expansive clay also has very low bearing capacity so that a method of soil improvement was needed to improve the soil. This type of soil can be found in Gasing village,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::961ae66cf02ebb50b83aea50f7d27079
https://doi.org/10.35139/cantilever.v8i1.78
https://doi.org/10.35139/cantilever.v8i1.78
Publikováno v:
Jurnal Teknologi. 78
Seventeen percentages of Sumatra is covered with peat deposits. Some 1.6 million Ha is deposited in the East coast of South Sumatra. More over, 63.503 Ha is found in Ogan Ilir Regency. Laboratory soil tests are performed to determine the engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e28b85cdc92625f11d1a15f61268508
https://doi.org/10.11113/jt.v78.9485
https://doi.org/10.11113/jt.v78.9485
Autor:
Reffanda Kurniawan Rustam, Ratna Dewi, Ika Juliantina, Bimo Brata Adhityia, Yulindasari Sutejo
Publikováno v:
Scopus-Elsevier
Landslide was natural events that most often occur in Indonesia. South Sumatra Province has a lot of areas susceptible to landslide risk. The aim of this study is to the identification of slope stability analysis. A adjustment in the constancy of a s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4ce02cee94e08da0bcea089e40be170d
http://www.scopus.com/inward/record.url?eid=2-s2.0-85049248418&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-85049248418&partnerID=MN8TOARS
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::81a5d1c5892e59e0eb311b5bbba730d0
http://www.scopus.com/inward/record.url?eid=2-s2.0-85079506003&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-85079506003&partnerID=MN8TOARS