02590nam a2200241 a 4500 vtls000029841 KUKTEM 20251114204415.0 080630s2007 my f 001 0 eng|d THE0002921(Local) 201905131616 zul 201107132240 VLOAD 200908141454 VLOAD 200908141425 VLOAD 200806301606 fara UMP TA749 .S93 2007 rs Thesis Syaiful Izman Bahrun Laboratory test to determine the suitability of soil for backfill / Syaiful Izman bin Bahrun Kuantan, Pahang : UMP, 2007 xiv, 91 p. : col. ill. ; 30 cm. Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007 Backfill is a part of major activities on earthwork especially in civil engineering work. Usually, it was carried out after excavation work or cut and fill process to obtain the proposed ground level (PGL) needed for the construction. The example of backfill work is such as in ground foundation and retaining wall construction. The criteria for backfill work such as material used and cost must be taken into consideration. In general, the presence of fmes material in the backfill area indicates the potential for long-term settlement. The analysis of laboratory assessment results are used to determine the soil classification in accordance to British Soil Classification System (BSCS) and also the suitability of soil for backfill according to specification stated on Jabatan Kerja Raya (JKR). In this project, three fme soil samples were used and labeled as soil sample A, B, and C. Each sample was taken at Jalan Persekutuan 2, KM 19, KM 25, and KM 35 Jalan Pekan to Kuantan respectively. This soil samples tested at the laboratory in accordance to BS 1377: 1990:Part 2 for soil classification. All the results obtained from the laboratory test will be referred to BS 5930 for classification purposes and also JKR specification for determining the suitability of the soil sample for backfill. The soils sample A, B, and C was classified as sandy SILT of high plasticity, sandy CLAY of high plasticity, and organic sandy SILT of high plasticity respectively. Meanwhile for the suitability for backfill, only soil sample A and B suitable for backfill. Soil sample C containing large amounts of roots, grass and other vegetable matter make it unsuitable for backfill. -Author Soil stabilization Earthwork 0 0 0 1 10000 10000 2019-09-04 0 TA749 .S93 2007 rs Thesis 0000030366 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 1514 1520 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992