RISKA SAFITRI, 112021017 (2025) PENGARUH PENAMBAHAN PASIR PANTAI TERHADAP KUAT TEKAN BEBAS PADA TANAH LEMPUNG. Skripsi thesis, Universitas Muhammadiyah Palembang.

Preview	Text 112021017_BAB I_DAFTAR PUSTAKA.pdf - Published Version Download (1MB) | Preview
	Text 112021017_BAB II.pdf - Published Version Restricted to Repository staff only Download (1MB)
	Text 112021017_BAB III.pdf - Published Version Restricted to Repository staff only Download (1MB)
	Text 112021017_BAB IV.pdf - Published Version Restricted to Repository staff only Download (568kB)
	Text 112021017_BAB V.pdf - Published Version Restricted to Repository staff only Download (181kB)
	Text 112021017_LAMPIRAN.pdf - Published Version Restricted to Repository staff only Download (1MB)
	Text 112021017_DAFTAR PUSTAKA.pdf - Published Version Restricted to Repository staff only Download (230kB)
	Text 112021017_COVER_SAMPAI_LAMPIRAN (1).pdf - Published Version Restricted to Repository staff only Download (2MB)

Abstract

Clay soil is a type of soil that has a low bearing capacity. The function of soil as a building foundation requires stable soil conditions. Therefore, the soil needs special treatment to improve the poor properties of the soil by stabilization. The aim of soil stabilization is to increase the bearing capacity of the soil. One alternative for stabilizing clay soil is to add beach sand to the soil. This beach sand contains ingredients that can create stability values on high ground, where when mixed with beach sand it will strengthen the carrying capacity value of the land. The variations in the beach sand mixture used were 0%, 15%, 30% and 45% of the dry soil weight with curing times of 0, 9 and 14 days. This research shows that the unconfined compressive strength value continues to increase until the highest limit occurs in the 30% Beach Pair mixture, namely 1.06431 kg/m2, with a percentage increase of 91.15%, so the unconfined compressive strength value is influenced by the addition of mixed variations where the value The greatest unconfined compressive strength occurred in a mixture variation of 30% with a curing time of 14 days. . Keywords: Clay soil, free compressive strength, beach sand, soil stabilization, Unconfined Compression Test

Item Type:	Thesis (Skripsi)
Additional Information:	Pembimbing : 1. Ir. Noto Royan,S.T.,M.T. Pembimbing : 2. M. Hijrah Agung Sarwandy,S.T.,M.T.
Uncontrolled Keywords:	Tanah lempung, kuat tekan bebas, pasir pantai, stabilisasi tanah.
Subjects:	Teknik Sipil > Konstruksi bawah tanah
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	02 May 2025 03:30
Last Modified:	02 May 2025 03:30
URI:	http://repository.um-palembang.ac.id/id/eprint/30304

Actions (login required)

View Item