2019
DOI: 10.37760/neoteknika.v3i2.1390
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Kestabilan Dinding Penahan Batu Kali Pada Tanah Lunak

Abstract: Lapisan tanah lunak di daerah pantai Tambak Lorok Semarang mengalami penurunan 4 cmper tahun dan kenaikan muka air laut 1 cm per tahun membutuhkan penimbunan tanah ketika akanmembuat bangunan baru di atasnya. Timbunan tanah ini memerlukan dinding penahan tanah atautalud dari pasangan batu kali agar timbunan tersebut tidak longsor sekaligus sebagai bataskepemilikan lahan. Talud yang dibuat harus stabil terhadap gaya vertikal, lateral, momen, dayadukung ijin tanah, gaya dalam dan penurunan tanah lunak yang bakal… Show more

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“…CPT is the most common method to use as it provides cone resistance and friction resistance results that can be read by the manometer readings per 20 cm of testing depth even when the soil conditions are very soft, making it ideal for very soft soils. CPT provides results of cone resistance and friction resistance along the embedded pile's length to determine the ultimate bearing capacity (Qult) of full friction piles [8,10,11]. Meanwhile, the SPT data in very soft soil conditions usually has an N-value (N-SPT) of zero so it cannot be used to determine the bearing capacity of fullfriction piles [26].…”
Section: Pile Bearing Capacity Determination Using Cpt and N-spt Testsmentioning
confidence: 99%
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“…CPT is the most common method to use as it provides cone resistance and friction resistance results that can be read by the manometer readings per 20 cm of testing depth even when the soil conditions are very soft, making it ideal for very soft soils. CPT provides results of cone resistance and friction resistance along the embedded pile's length to determine the ultimate bearing capacity (Qult) of full friction piles [8,10,11]. Meanwhile, the SPT data in very soft soil conditions usually has an N-value (N-SPT) of zero so it cannot be used to determine the bearing capacity of fullfriction piles [26].…”
Section: Pile Bearing Capacity Determination Using Cpt and N-spt Testsmentioning
confidence: 99%
“…This problem can be resolved by using endbearing piles as foundations. However, end-bearing piles in hard soil layers located deep from the ground surface cost more than the upper structure itself, thus full-friction piles are preferred for light to mediumload buildings [8]. Pile foundations used in Banjarmasin soil at depths less than 10 m are classified as full-friction piles, meaning that the sole factor determining the pile-bearing capacity is the friction between the pile and the soil [5].…”
Section: Introductionmentioning
confidence: 99%
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