FIKRI ARKAAN, MOHAMAD (2023) STABILISASI TANAH RAWA MENGGUNAKAN ZEOLIT BAYAH TERHADAP TERHADAP NILAI CALIFORNIA BEARING RATIO (CBR) UNSOAKED. S1 thesis, Fakultas Teknik Universitas Sultan Ageng Tirtayasa.

	Text (Fulltext) M Fikri Arkaan_3336180022_Fulltext.pdf Restricted to Registered users only Download (17MB)
	Text (Bab 1) M Fikri Arkaan_3336180022_01.pdf Restricted to Registered users only Download (2MB)
	Text (Bab 2) M Fikri Arkaan_3336180022_02.pdf Restricted to Registered users only Download (715kB)
	Text (Bab 3) M Fikri Arkaan_3336180022_03.pdf Restricted to Registered users only Download (863kB)
	Text (Bab 4) M Fikri Arkaan_3336180022_04.pdf Restricted to Registered users only Download (563kB)
	Text (Bab 5) M Fikri Arkaan_3336180022_05.pdf Restricted to Registered users only Download (3MB)
	Text (Bab 6) M Fikri Arkaan_3336180022_06.pdf Restricted to Registered users only Download (462kB)
	Text (Referensi) M Fikri Arkaan_3336180022_Ref.pdf Restricted to Registered users only Download (333kB)
	Text (Lampiran) M Fikri Arkaan_3336180022_Lamp.pdf Restricted to Registered users only Download (9MB)
	Text (Check Plagiasi) M Fikri Arkaan_3336180022_CP.pdf Restricted to Registered users only Download (2MB)

Abstract

Swamps are land that is always inundated with water every year for quite a long time. Swamp soil consists of silt, clay and peat. This type of soil has characteristics as a soil that has a fairly high water content and plasticity. This type of soil is not very good at holding loads, so it requires a separate system and procedure for building on this land. These conditions can cause damage to the building structure, especially to the foundation on which the building structure rests. To overcome the damage required treatment with soil stabilization techniques. Soil stabilization can be used as a method of improvement to maximize the quality of subgrade soil by increasing soil quality and the soil's ability to carry loads acting on it. The material for stabilization used was zeolite with a percentage of 0%, 10%, 20%, 30%, 40% and was cured for 0, 3, 7 days. The results of the research that has been done obtained the optimum CBR value in the addition of 30% Zeolite in curing with the highest yield obtained in 7 days ripening of 21%.

Item Type:	Thesis (S1)
Contributors:	Contribution Contributors NIP/NIM Thesis advisor INDERA KUSUMA, RAMA 198108222006041001 Thesis advisor FATHONAH, WOELANDARI 199012292019032021
Additional Information:	Rawa merupakan lahan yang setiap tahun selalu tergenang air dalam waktu yang cukup panjang. Tanah rawa terdiri dari tanah lanau, lempung dan gambut. Jenis tanah ini memiliki karakteristik sebagai tanah yang mempunyai kadar air dan plastisitas yang cukup tinggi. Jenis tanah ini tidak begitu baik dalam menahan beban, sehingga memerlukan sistem dan tata cara tersendiri dalam melakukan pembangunan diatas tanah tersebut. Kondisi tersebut dapat menyebabkan kerusakan pada struktur bangunan, terutama pada pondasi yang menjadi tumpuan struktur bangunan tersebut. Untuk mengatasi kerusakan diperlukan perawatan dengan teknik stabilisasi tanah. Stabilisasi tanah dapat difungsikan sebagai metode perbaikan untuk memaksimalkan kualitas tanah dasar dengan meningkatkan kualitas tanah dan kemampuan tanah untuk memikul beban yang bekerja padanya. Bahan untuk stabilisasi yang digunakan yaitu zeolit dengan persentase 0%, 10%, 20%, 30%, 40% dan dilakukan pemeraman 0, 3, 7 hari. Hasil dari penelitian yang sudah dilakukan didapat niali CBR optimum pada penambahan Zeolit 30% di pemeraman dengan hasil tertinggi didapat pada pemeraman 7 hari sebesar 21%.
Subjects:	T Technology > T Technology (General) T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	03-Fakultas Teknik 03-Fakultas Teknik > 22201-Jurusan Teknik Sipil
Depositing User:	Mohamad Fikri Arkaan
Date Deposited:	14 Nov 2023 15:09
Last Modified:	14 Nov 2023 15:09
URI:	http://eprints.untirta.ac.id/id/eprint/30963

Actions (login required)

View Item