Article Per Year (5 Year)
p-Index From 2020 - 2025
0.983
P-Index
This Author published in this journals
All Journal Journal of Engineering and Technological Sciences Publik (Jurnal Ilmu Administrasi) CANTILEVER Journal Albion : Journal of English Literature, Language, and Culture Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Jurnal Talenta Sipil Journal of Civil Engineering and Vocational Education
Nita Anggraini, Nita
Unknown Affiliation
Arts Humanities Civil Engineering, Building, Construction & Architecture Education Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Social Sciences Transportation

Published : 9 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 9 Documents
Search

 1 
Soil-Structure Interaction of a Piled Raft Foundation in Clay – a 3D Numerical Study Susila, Endra; Anggraini, Nita
Journal of Engineering and Technological Sciences Vol 48, No 4 (2016)
Publisher : ITB Journal Publisher, LPPM ITB

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1372.258 KB) | DOI: 10.5614/j.eng.technol.sci.2016.48.4.2

Abstract

Piled raft foundation designs consider the contribution of the pile cap in transferring load to the ground and distributing load over the piles. The concept of a piled raft foundation requires a comprehensive evaluation of a number of factors that affect the performance of the foundation system. In this research the interaction among piles, pile cap and soil of a piled raft system on medium and stiff clays was studied. The effects of various distances between piles (s/d) in affecting load transfer mechanisms and deformation were considered. The study was performed by utilizing the 3D finite element method with a professional software package called Plaxis3D Foundation. A case study of the piled raft foundation performances of a foundation design for a high-rise building based on the soil stratification in Jakarta was also performed and is presented in this paper.
ANALISA DAMPAK PERUBAHAN IKLIM TERHADAP KELONGSORAN DENGAN MENGESTIMASI PENURUNAN NILAI KOHESIVITAS TANAH Anggraini, Nita; San, Indra Chusaini; Hastuti, Yulia
CANTILEVER Vol 5, No 2 (2016): Cantilever
Publisher : Jurusan Teknik Sipil & Perencanaan Fakultas Teknik Universitas Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (304.408 KB)

Abstract

Landslides is estimated to increase in the future as the impact of climate change, especially in changing of precipitation patterns, both of intensity and duration. Landslides are influenced by the rainfall duration that has a long duration and in infiltration capacity. The effect of infiltration of ground water causes volumetric water content increases and groundwater table recharge, which converts unsaturated soils become saturated soil. The longer infiltration causes soil cohesion decrease which is an indication of soil strenght decrease. It can be described by the relationship between the IDF(Intensity-Duration Frequency) curve, Hydraulic Conductivity curve, Soil Water Characteristic curve of slope stability analysis. This research will model the slope stability conditions at baseline (condition 30 years back) and when the projection (condition 30 years future) using the program SLOPE/w.
CASE STUDY OF LAHAT ROAD FAILURE SP AIR DINGIN KM 229 + 000 THE PLAXIS PROGRAM Arfan, Muhammad; Anggraini, Nita
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 5, No 4 (2018): Vol. 5 No. 4 Desember 2018
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.1675201854

Abstract

This study focuses on the study of sloop stability against the Lahat road segment SP Air Dingin KM. 229 + 000 considering that the landslide that occurred was quite steep. To find out the soil parameters, the researchers correlated the N-SPT data using the Rankin method and the PLAXIS 8.2 Program (Finite Element method). The researchers conducted VII modeling method I with the Safety Factor Value of 1.27, Model II with the Safety Factor value l, 55, Model III with Safety Factor 1.57, IV with Safety Factor 1.56, V with Safety Factor 1,28, VI with Safety Factor 1,72 and VII with Safety Factor 2,07. So the safest safety number for retening walls is in the VII model with a diameter of 80cm, a depth of 187, a safety factor value of 2.07.
RE-DESIGN DAYA DUKUNG PONDASI TIANG PANCANG PADA PROYEK PEMBANGUNAN GEDUNG BARAK TARUNA BPPTD PALEMBANG Sri Martini, RA; Anggraini, Nita
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 6, No 1 (2019): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.2203201961

Abstract

Metode Vesic (1977) merupakan salah satu metode atau cara yang digunakan untuk menghitung daya dukung pondasi tiang pancang. Namun jika dihitung dengan cara manual, maka akan lebih sulit dan terasa lebih banyak memakan waktu, sedangkan untuk menghitung daya dukung pondasi secara praktis, cepat dan benar, sangat dibutuhkan untuk mempercepat suatu pekerjaan. Pondasi kelompok yang dapat menjadi pilihan/pengganti pondasi kelompok pada proyek Pembangunan Gedung Barak Taruna BPPTD Palembang ini adalah variasi yang memiliki nilai daya dukung lebih besar daripada daya dukung existing (Square pile 20 x 20 cm). Metode yang dipakai dalam penelitian ini perhitungan secara manual menggunakan metode vesic (1977) dan metode vesic dengan software allpile.Hasil penelitian ini nilai daya dukung tiang pancang kelompok pada ruang control titik P1 secara metode vesic manual didapat 333.291 kN dan secara software allpile 342.62 kN, dan setelah di variasikan dengan ukuran tiang pancang yang berbeda dengan menggunakan software allpile didapat yang paling efisien jika digunakan untuk mengganti pondasi kelompok pada ruang control titik P1 adalah variasi 25 x 25 cm kedalaman 22 meter , sebanyak 1 tiang dan bervolume 1.376 m3 dengan selisih 6 % dengan volume tiang pancang existing
ANALISIS STABILITAS LERENG DENGAN METODE ELEMEN HINGGA (STUDI : PROYEK NEW PRIOK CONTAINER TERMINAL) Anggraini, Nita
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 8, No 1 (2023): : BEARING:Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v8i1.6260

Abstract

eographically, Indonesia is a maritime country that has around seventeen thousand islands stretchingfrom Sabang to Merauke so that Indonesia has been named the largest archipelagic country in the world.From the economic sector, Indonesia is also a country with a fairly stable level of economic growth. Thisbackground shows that there are a lot of economic activities in Indonesia. Economic activity in Indonesianwaters is supported by carrying out many maritime infrastructure developments, one of which is theconstruction of a container terminal at Tanjung Priok port. During the construction phase, there is adredging process around Jakarta Bay and it is feared that it will disrupt the stability of the sand bund dueto the dredging process. This study provides an illustration of how the distance between the sand bund anddredging and the slope of the slope greatly affect the safety factor. Slope stability analysis study using finiteelement program. The results of the study show that there are several areas that are not recommended fordredging because they do not reach a minimum slope safety factor of 1.5.
The Influence of Raft Thickness on Settlement and Bending Moment of Pile Raft Foundation in Clay Soil Nita Anggraini; Fitriana Sarifah
CIVED Vol. 11 No. 2 (2024): June 2024
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v11i2.584

Abstract

Geotechnical engineers often deal with shallow foundation designs to support relatively simple building structures. However, as the demand for construction grows over time, there is a need for larger and more complex building structures. This is closely related to the weight of the building that will be supported by the foundation as a substructure. Therefore, the development of knowledge about other types of foundations to support the structural loads above them is highly necessary. Pile foundations are a fairly good solution for supporting larger structural loads that cause significant settlement. In designing pile foundations as a structure, there will certainly be raft to combine each pile foundation into a unified group. Raft are often designed only for combining each pile, but in reality, It also provides additional influence on the foundation system besides just serving as pile heads and load distributors to the foundation system. The study will investigate the influence of raft thickness on settlement that occurs in piled raft foundations. The raft thickness varies, namely 0.25m; 0.40m; 0.80m; 1.50m; and 3.00m. The piled raft foundation will be modeled and analyzed using finite element program. This study shows that the raft thickness affects the differential settlement that occurs in the piled raft foundation system. The results indicate that the differential settlement can be addressed by designing the raft thickness.
Analisis Kinerja Operasional Light Rail Transit (LRT) Stasiun Demang Kota Palembang Sari, Nadra Mutiara; Aszharri, Arief; Anggraini, Nita; Praditya, Norca
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.627

Abstract

This research examines the operational performance and user satisfaction of the Light Rail Transit (LRT) mass transportation system in Palembang City, particularly on the LRT Demang Lebar Daun station corridor. The study involves the collection of primary and secondary data, including passenger numbers, waiting times, travel intervals, and travel times. The research results indicate that the average number of passengers per LRT station is approximately 10 passengers, resulting in a load factor ranging from 9% to 11%. While passenger comfort levels are relatively high, this low ridership may impact operational efficiency. The waiting times and travel intervals of the LRT are relatively short, enhancing passenger comfort, but warrant operational considerations. Furthermore, the study notes that the round-trip travel time on the LRT is approximately 2 hours, 33 minutes, and 57 seconds. However, limited parking facilities at the Demang Lebar Daun station can affect the interest in using the LRT. In order to improve operational performance and user satisfaction of the LRT, this research recommends an evaluation of travel intervals, waiting times, and daily LRT trip numbers. Additionally, improvements in parking facilities at LRT stations should be considered to enhance the convenience of using this mode of transportation.
A contextual analysis of elaborated and restricted code in Wardah Heart to Heart talk show episode two Anggraini, Nita; Rejeki, Sari; Kurniasari, Resty Widya
Journal Albion : Journal of English Literature, Language, and Culture Vol 7, No 1 (2025): Issue 1
Publisher : Universitas Pakuan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33751/albion.v7i1.11770

Abstract

This study investigates the role of context that influences the use of elaborated code (EC) and restricted code (RC) in Asma Elbadawi’s speech on Wardah Heart to Heart talk show episode two. Employing a sociolinguistic approach, this study draws on Bernstein's code theory, as well as Holmes’s context theory using intralingual and extra-lingual commensurate methods. The results show that Asma tends to use EC to convey her message effectively, but she also uses RC in particular situations on the talk show. The findings indicate the use of EC and RC in Asma’s speech is not only influenced by her socio-economic background but also by the situational context of the speech event, such as genre, setting, participants, message content, and purpose. This study contributes to offering a broader perspective in the sociolinguistic field by highlighting how different contexts in a speech event, especially in a talk show, can influence the code usage of an individual.
Achieving Sustainable Development Goals (SDGs) in The Village Through Good Governance: Inclusive Perspective Anggraini, Nita; Kumalasari, Ana; Junadi, Junadi; Rahimjon, Dilbarova Malika
Publik : (Jurnal Ilmu Administrasi) Vol 14, No 1 (2025): June 2025
Publisher : Universitas Muhammadiyah Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31314/pjia.14.1.96-108.2025

Abstract

This research aims to analyze application of good governance pronciples in supporting the inclusion of people with disabilities in the villages of Bojonegoro Regency to acvhieve the Sustainable Development Goals (SDGs). Even though various social assistance programs have been distributed, there are still gaps in accessibility for people with disabilities in vilages, which indicates a lack of inclusive governance. This research uses a qualitative Approach with a case study method in several villages in Bojonegoro, Which were selected based on the relevance and diversity of regional characteristic. Data wa collected through in depth interviews. Research informants included village heads, village offocials, and people with disabilities. The research results show that the application of good governance principles such as transparency, accountability, and participation in the distribution of social assistance is not optimal, so access for people with disabilities remains low. This research provides is not optimal, so acces for people with disabilities remains low. This research provides practical contributitions that support regional policies to strengthen inclusive governance that supports the achievement of SDGs at the local level. 
Co-Authors Aszharri, Arief Endra Susila Fitriana Sarifah Hastuti, Yulia Junadi, Junadi Kumalasari, Ana Nadra Mutiara Sari Nasution, Ali Napiah Praditya, Norca Rahimjon, Dilbarova Malika Resty Widya Kurniasari San, Indra Chusaini Sari Rejeki Sri Martini, RA