Article Per Year (5 Year)
p-Index From 2019 - 2024
2.352
P-Index
This Author published in this journals
All Journal Prosiding Seminar Nasional Teknik UISU (SEMNASTEK) Jurnal Teknik Sipil Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil
Darlina Tanjung
Universitas Islam Sumatera Utara
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering

Published : 16 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 16 Documents
Search

 1   2 
PENGARUH NILAI KUAT TEKAN BEBAS TERHADAP PENAMBAHAN ABU SEKAM PADI PADA TANAH LEMPUNG Darlina Tanjung; Jupriah Sarifah; Jul Putra Ardian
Jurnal Teknik Sipil Vol 2, No 1 (2023): Edisi Juni
Publisher : Universitas Islam Sumatera Utara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30743/jtsip.v2i1.7662

Abstract

Tanah penyusun kerak bumi secara umum dibagi jadi 2 kelompok yakni tanah (soil) serta batuan (rock). Batuan ialahbutiran mineral yang satu dengan yang lain dihubungkan akan gaya-gaya kohesif secara permanen.Kuat tekan bebas ialah tekanan axsial benda uji ketika terjadi keruntuhan ataupun ketika terjadi regangan axsial 20%.Secara umum, perbaikan tanah telah dilaksanakan pada pekerjaaan konstruksi yang bertujuan dalam rangka meningkatkan daya dukung tanah supaya bias menampung beban konstruksi yang nantinya ada di atasnya. Metode yang seringkali dipakai yakni stabilisasi tanah memakai tambahan bahan stabilisasi. Dipenelitian ini, bahan stabilisasi yang dipakaiyakni abu sekam padi.Melalui pengambilan sampel tanah serta pengujian di laboratorium dalam rangka mengetahui nilai index properties tanah asli sertaengineering properties memakai Uji Kuat Tekan Bebas. Sampel tanah mencakup atas 5 Variasi campuran abu sekam padi, yaknikadar abu sekam padi sebesar 0%, 2%, 4%, 6%, serta 8% atas sampel tanah asli. Hasil penelitiannya uji kuat tekan tanah memakai campuran abu sekam padi terhadap tanah asli memperlihatkan bahwasanya penambahan campuran abu sekam padi kurang efektif jadi bahan stabilisasi tanah dikarenakan nilai kuat tekan bebasnya semakin menurun.
ANALISA DAYA DUKUNG PONDASI TIANG PANCANG MENGGUNAKAN METODE ANALITIS DAN METODE NUMERIK DENGAN PROGRAM PLAXIS PADA PROYEK PEMBANGUNAN JEMBATAN SICANANG Novembri Jeremi Halawa; Darlina Tanjung; Ahmad Bima Nusa
Jurnal Teknik Sipil Vol 2, No 1 (2023): Edisi Juni
Publisher : Universitas Islam Sumatera Utara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30743/jtsip.v2i1.7652

Abstract

Suatu konstruksi bangunan dibagi menjadi dua bagian penting yakni bangunan atas dan bangunan bawah.Untuk konstruksi pada bagian bawah biasanya disebut dengan pondasi. Pondasi merupakan bangunan bawah yang berfungsi untuk memikul beban bangunan yang ada diatasnya tanpa mengakibatkan adanya penurunan bangunan di luar batas   toleransinya. Oleh sebab itu, dibutuhkan analisa daya dukung dan deformasi dalam merencanakan sebuah pondasi agar diketahui apakah pondasi tersebut memenuhi rencana awal atau tidak. Dari data SPT yang diperoleh dari proyek pembangunan  Jembatan  Sicanang  diketahui besar daya dukung ultimit pondasi tiang pancang dengan menggunakan metode Meyehof pada kedalaman 58m adalah 377,57Ton,sedangkan berdasarkan Metode Elemen Hingga dengan program Plaxis 8.6 danpemodelan Mohr-Coloumb diperoleh 363,92 Ton. Daya dukung ultimitlateralpondasi dengan Metode Broms secara analitis sebesar 10,18 Ton dan secara grafis 10,32 Ton dan nilai ini tidak berbeda jauh. Nilai Efisiensi kelompok tiang diperoleh dari metode Converse-Labarre yaitu sebesar 0,677. Penurunan elastic tiang tunggal diperoleh sebesar 11,791 mm, penurunan tiang dengan metode Poulos dan Davis sebesar 8,6mm, penurunan tiang kelompok dengan metode Vesic sebesar 66,4 serta penurunan dengan Metode Elemen  Hingga program Plaxis 8.6 sebesar 285,66m akibat beban 100Ton. Dari hasil yang diperoleh, bahwa pada penggunaan metode numerik yang menggunakan PLAXIS didapat nilai daya dukung  yang lebih kecil dan nilai penurunannya  besar sehingga pada penggunaan metode numerik hasil yang didapat bisa digunakan untuk perencanaan suatu pondasi jembatan, dan penggunaan metode numerik sangatlah membantu dan efisien dalam menganalisa suatu perencanaan. 
Perbandingan Daya Dukung Pondasi Tiang Pancang Menggunakan Data Sondir Dan SPT Dengan Menggunakan Metode Elemen Hingga Pada Pembangunan Sekolah Teologi Anugerah Misi Kabupaten Nias Barat Andrey Muhammad Nasution; Darlina Tanjung; Jupriah Sarifah
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 2 (2024): April: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sip
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i2.213

Abstract

The foundation is a substructure which functions to support the loads and forces caused by the superstructure (superstructure) to the soil layer which will carry these loads and forces. Deep foundations are usually used to obtain a large enough soil bearing capacity and if the depth of the hard soil is far below the ground surface. The aim of this task is to analyze the bearing capacity of pile foundations using sondir data, standard penetration test (SPT) data, as well as the finite element method using the plaxis program. The method used in this final assignment is by studying literature, then collecting the necessary data, and after that carrying out calculation analysis using existing methods. From the results of the calculations carried out, different results were obtained. Where for sondir data at point S1 obtained Qu =115.80 tons; at point S2 obtained Qu = 104.80 tons; at point S3 obtained Qu = 105.50 tons. Meanwhile, based on SPT data at point BH-01, Qu = 398.23 tons, and using the plaxis program Qu = 425 tons
Analisis Penggunaan Pasir Pantai Pondok Permai Di Kecamatan Pantai Cermin Kabupaten Serdang Berdagai Sebagai Agregat Halus Terhadap Kuat Tekanan Beton (Penelitian) Muhammad Ridho Maulana; Darlina Tanjung; Muhammad Husni Malik Hasibuan
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 2 (2024): April: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sip
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i2.227

Abstract

Research on the use of beach sand as a fine aggregate in concrete is due to the abundance of beach sand in the area. This research was carried out to analyze sand and find out how much compressive strength is produced when sand is treated without being washed with sand that is treated with washing, so that from this research the local community will know and can use it as a building material. The sand used is Pondok Permai Beach Sand, Pantai Cermin District, Serdang Bedagai Regency. The planned compressive strength of the concrete is 21.7 Mpa with 40 cylindrical test objects. Tests for compressive strength of samples were carried out at ages 7, 4, 21 and 28 days and each treatment was given 5 concrete samples. This research only focuses on beach sand concrete. The analysis results show that this beach sand is included in zone IV sand, namely sand with fine grains. The average compressive strength test results of concrete for sand not treated with washing and treated with washing at age 7 were the same, namely 16.22 Mpa. For compressive strength aged 14 days, concrete with sand that was not treated with washing produced a compressive strength of 15.58 Mpa, while concrete with sand that was treated with washing reached 17.44 Mpa. For compressive strength aged 21 days, concrete with sand that was not treated with washing produced a compressive strength of 16.10 Mpa, while concrete with sand that was treated with washing produced a compressive strength of 18.55 Mpa. In the compressive strength test aged 28 days, concrete with sand that was not treated with washing produced a compressive strength of 17.33 Mpa, while concrete with sand that was treated with washing produced a compressive strength of 19.55 Mpa. From the results of this research, the researchers concluded that the fineness of sand influences the compressive strength of concrete and washed sand can increase the compressive strength of concrete.
Analisis Deteksi Kedalaman Retak Pada Beton Mengunakan Metode UPV Testing: Studi Penelitian Rifdah Mufiidah Harahap; Darlina Tanjung; M Husni Malik Hasibuan; Marwan Lubis
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 2 (2024): April: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sip
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i2.236

Abstract

Non-destructive tests are currently widely used in evaluating the quality of concrete installed in the field. One NDT is using the Ultrasonic Pulse Velocity (UPV) method. In general, the use of UPV in concrete is to estimate concrete strength, determine the homogeneity of concrete and detect concrete damage, for example the presence of voids or cracks. This research is intended to determine the accuracy of UPV test results in detecting concrete cracks at several variations in crack depth. In this research, the UPV tool validation process was carried out by making 1 type of test object. Namely 1 beam specimen for testing crack depth (UPV) with 6 variations of artificial cracks where the artificial cracks are made using plywood. Each sample has been treated so that it can describe the crack depth according to the existing plan. In testing, it was found that the estimated crack depth in variation I was 33.2 mm deep, variation II was 18.8 mm deep, variation III was 104.4 mm deep, variation IV was 115.8 mm deep, variation V was 24.4 mm deep and variation VI 159.3 mm deep. And the average accuracy is 13.60%. The smaller the wave travel time, the smaller the crack depth, the smaller the wave emission and the longer the wave path to detect cracks. which means that the accuracy of UPV crack depth testing tends to decrease with the unevenness of the concrete surface.
Analisis Kuat Lekat Angkur Pada Beton Berdasarkan Variasi Bentuk Angkur Dengan Menggunakan Metode Pemasangan Cast In Place: Studi Penelitian Nur Sabrina Rambe; Darlina Tanjung; M Husni Malik Hasibuan; Afdhal Hubbig
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 2 (2024): April: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sip
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i2.237

Abstract

An anchor is a steel element that is embedded in concrete when it is cast (cast in place) or installed later (post-installed) into concrete that has hardened and is used to distribute loads (tension and shear) acting on the concrete (SNI 2847:2019). The use of anchors in the world of construction is increasingly popular to help connect concrete structures. The installation of anchors has progressed from the initial anchors being installed before casting the concrete (cast in place), progressing to the anchors being installed after the concrete has hardened (post installed) by drilling. By drilling into concrete, installing and removing anchors becomes easier. Installation of cast-in-place anchors is generally used in the design of new construction, while post-installed anchor installation is generally used in old construction for repairs or retrofitting. Anchors have several variations including hed heax, L bolt and J bolt anchor variations, but it is not yet known which anchor variation has a greater bond strength value, what are the results of the comparison of bond strength values ​​for each variation of anchor and what are the differences in the anchor bond strength capacity for each variation? the anchor. With this research, it is hoped that we can find out the bond strength and bond stress values ​​for each variation of anchor so that the comparison of the bond strength of the anchor can answer the differences in capacity of each variation of the anchor as well. Research on the bond strength of anchors based on variations in anchor shape using the cast in place method shows that the bond strength value shown at the highest loading value is the type J anchor variation with an average load of 27,816 kN, the type L anchor variation with an average load of 26,971 kN and variations of the hex head type anchor with an average load of 12.85 kN. It can be concluded that the stress value is directly proportional to the loading value. The greater the loading value, the greater the bond stress value. The highest bond stress value is found in the type J anchor variation with an average bond stress value of 151,397 Mpa, in the L type anchor variation with an average bond stress value of 147,798 Mpa and in the hex head type anchor variation with an average bond stress value of 69.953 Mpa, so the bond stress is directly proportional to the loading value.
Co-Authors Abdul Halim Afdhal Hubbig Afrian Alfarisi Ahmad Bima Nusa Alwi Aditiya Alwi Fahreza Andika Nurrazaak Tanjung Andrey Muhammad Nasution Arifin Muchtar Bangun Pasaribu Husni Malik Hasibuan Jul Putra Ardian Jupriah Sarifah M Husni Malik Hasibuan M. Husni Malik Hasibuan Marwan Lubis Muhammad Arif Siregar Muhammad Husni Malik Hasibuan Muhammad Ridho Maulana Novembri Jeremi Halawa Nur Sabrina Rambe Ridho Ali Putra Rifdah Mufiidah Harahap Ronal H.T Simbolon Syukran Illahi T. M Andre Syahputra