Andhika Sahadewa

ORCID: 0000-0003-1370-7147
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About
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Research Areas
  • Geotechnical Engineering and Underground Structures
  • Geotechnical Engineering and Soil Mechanics
  • Geotechnical Engineering and Soil Stabilization
  • Seismic Waves and Analysis
  • Geophysical Methods and Applications
  • Geotechnical and construction materials studies
  • Geotechnical Engineering and Analysis
  • Dam Engineering and Safety
  • Landslides and related hazards
  • Seismic Performance and Analysis
  • Landfill Environmental Impact Studies
  • Grouting, Rheology, and Soil Mechanics
  • Smart Agriculture and AI
  • Tree Root and Stability Studies
  • Multimedia Learning Systems
  • Concrete and Cement Materials Research
  • Municipal Solid Waste Management
  • Water and Land Management
  • Mobile Health and mHealth Applications
  • Data-Driven Disease Surveillance
  • COVID-19 Digital Contact Tracing
  • Rock Mechanics and Modeling
  • Soil Geostatistics and Mapping
  • Soil Mechanics and Vehicle Dynamics
  • Earthquake Detection and Analysis

Bandung Institute of Technology
2010-2024

University of Technology Malaysia
2024

University of Michigan
2012-2015

Michigan United
2013

Nanyang Technological University
2010

The shear-wave velocity and associated small-strain shear modulus of municipal solid waste (MSW) are important engineering parameters in evaluating the seismic response MSW landfills as well characterizing material its to static loads. Semiempirical empirical models for presented. semiempirical model is a more comprehensive that aims separately capture effect density confining stress on MSW. It based similar soils, mathematical expression formulated using data generated from large-scale...

10.1061/(asce)gt.1943-5606.0001017 article EN Journal of Geotechnical and Geoenvironmental Engineering 2013-07-31

This paper presents a new optimisation model for restoring multimodal transportation network disrupted by catastrophic disaster. The provides an integrated decision of restoration activities considering the interdependencies road and terminals sending relief goods. A particle swarm is proposed to determine number repair teams at terminal. problem addressed presenting variant dynamic programming greedy heuristic. was applied that struck earthquake tsunami. optimal solution decisions has been...

10.1016/j.trd.2022.103413 article EN cc-by-nc-nd Transportation Research Part D Transport and Environment 2022-08-04

Several soil models, such as linear elastic, equivalent linear, and non-linear are employed in seismic ground response analysis. The aim of this study was to validate the responses at surface several models with vertical array record Kobe earthquake. One-dimensional analyses were performed Port Island using models. from simulated validated results showed that extended hyperbolic model yielded most appropriate according earthquake's recorded motion. This means can be considered a suitable...

10.5614/j.eng.technol.sci.2019.51.6.3 article EN Journal of Engineering and Technological Sciences 2019-12-31

Dynamic properties of solid waste are needed to reliably evaluate the seismic response landfills. A testing method for investigating dynamic in situ has been implemented at various The field is primarily aimed evaluating shear wave and compression velocities small strains as well modulus reduction versus shearing strain relationship waste. In this study, nonlinearity was successfully evaluated ranging from 10–4 0.2 %. between investigated by applying horizontal loads applied a mobile shaker...

10.1520/gtj20140016 article EN Geotechnical Testing Journal 2015-05-26

The mechanical properties of waste materials are, typically, believed to be more variable than natural soils; however, detailed investigations into the variability these is generally unavailable. shear wave velocity and its variation with depth laterally for five different types has been measured analyzed at 26 locations. Shear measurements were performed using multichannel analysis surface waves (MASW) microtremor method (MAM) techniques. Statistical analyses locations as well available in...

10.2113/jeeg20.4.287 article EN Journal of Environmental and Engineering Geophysics 2015-12-01

This paper presents a comprehensive study of the dynamic responses machine foundations, both block and pile on stratified residual soils in Duri Ulubelu, Indonesia. The evaluation was conducted using two widely recognized methods: lumped mass method (LMM) finite element (FEM). LMM FEM were performed by utilizing DYNA ABAQUS, respectively. analysis results showed that generally predicted more conservative displacements compared to FEM. conservatism displacement pronounced for group which are...

10.5614/j.eng.technol.sci.2024.56.2.6 article EN Journal of Engineering and Technological Sciences 2024-04-30

Seismic site response analysis is used to estimate the of soil deposits during seismic loading at any depth interest and interpret time histories as well spectra. This type involves many parameters that can affect character ground shaking. It important know effect these in order perform reliable hazard evaluation a site. paper presents effects several toward characteristics surface spectra based on local conditions Jakarta using one-dimensional (1-D) model with total stress approach. A...

10.5614/j.eng.technol.sci.2019.51.3.7 article EN Journal of Engineering and Technological Sciences 2019-06-28

This paper presents the application of a combined Multichannel Analysis Surface Waves (MASW) and Microtremor Method (MAM) methodology using linear array 16 geophones in three selected sites. The allows for comparison dispersion curves generated independently from each technique and, if yield consistent results, development curve that has broader frequency content. In this study, MASW (active) MAM (passive) surveys are compared reliability results is associated to relative orientation...

10.1061/9780784412121.285 article EN Geo-Congress 2019 2012-03-29

A bioreactor landfill, where municipal solid waste (MSW) degradation is accelerated by recirculation of liquids, emerges as a promising technology to harvest energy from MSW. Nevertheless, the effect on properties MSW still not well understood. Shear wave velocity (Vs) directly associated with stiffness MSW, but such measurements are rare in landfills. combination multichannel analysis surface waves (MASW) and microtremor method (MAM) has been implemented at six locations Smiths Creek...

10.1061/9780784413272.202 article EN Geo-Congress 2014 Technical Papers 2014-02-24

Random material is commonly used for building dam embankments. On one hand, random fill materials offer many advantages, such as saving construction cost and reducing environmental impact. the other shear strength of exceedingly difficult to assess. This difficulty mainly associated with large size particles in that inhibit use regular testing equipment. In fact, misinterpretation can lead a catastrophic failure. An in-situ scale direct device 70 cm x 30 was developed testing. has been...

10.4028/p-28qzdb article EN Key engineering materials 2023-12-22

Abstrak. Jembatan Suramadu yang akan menghubungkan kota Surabaya dengan Madura memiliki bentang total sepanjang 5.438 m. Mengingat lokasi pembangunan berada di laut dan beban rencana besar pada tiang pondasi, maka uji pembebanan statik konvensional tidak mungkin untuk dilakukan jembatan utama. Alternatif tes dapat adalah Tes OC mengikuti prosedur Osterberg Cell Test. ini dilengkapi load cell, telltale, strain gauge sehingga diperoleh kurva load-displacement tahanan ujung selimut berbagai...

10.5614/jts.2007.14.2.1 article ID Jurnal Teknik Sipil 2010-05-01

The feasibility of using an unmanned autonomous aerial vehicle (UAAV) for the performance shear wave velocity measurements is investigated. Proof-of-concept tests UAAV developed at University Michigan were performed two sites, and results are presented. Tests first indoor sand pit facility that was filled with Ottawa to a depth 3.7 m (12 ft). A second test outdoors, stiffer soil site near campus. multichannel analysis surface waves method (MASW) implemented array 16 geophones. Conventional...

10.1061/9780784413272.093 article EN Geo-Congress 2014 Technical Papers 2014-02-24

This paper presents preliminary results of a field experimental program that was conducted to investigate the dynamic properties municipal solid waste (MSW) disposed and comingled with hazardous at landfill in Southern California. The investigation performed linear nonlinear strain range. portion testing by means crosshole, downhole, SASW sounding. under four normal stress levels applied as proxy for greater depths (i.e., higher confining stresses). A static vertical load cyclic loading...

10.1061/9780784481486.047 article EN Geotechnical Earthquake Engineering and Soil Dynamics V 2018-06-07

Basin presence is believed to affect the ground surface response due earthquakes, particularly in areas around basin edge. Previous studies showed that 1-D and 2-D wave propagation analyses resulted significant differences amplification at However, link between responses has not been studied for engineering practices. In practical application, seismic were commonly performed using analysis, example, develop a city micro-zonation map. Based on considerations, it necessary estimate scaling...

10.3389/fbuil.2023.1275425 article EN cc-by Frontiers in Built Environment 2024-01-05

Traveler apps for mobile devices such as smartphones are becoming more widely available. This study aimed to identify traveler infectious disease self-monitoring implementation strategies on a application. It analyzed 73 journals from the PubMed database using descriptive-analytic method. The records used in this exploration were those released between 2018 and 2023 that collected based keywords “travelers’ application;” or “infectious disease”. Data analysis was conducted VOS viewer...

10.22625/2072-6732-2024-16-2-98-105 article EN cc-by Journal Infectology 2024-07-10

Pile-supported embankments have been recognized as long-standing solutions for construction in compressible soft soils. Instead of improving the physical and mechanical properties soil, this method emphasizes efforts to transfer embankment load a competent layer below layer. Mortar column inclusion (inklusi kolom mortar or IKM) is one rigid inclusions pile-supported embankment. The IKM combined with platform (LTP) has widely utilized support embankments. Studies on generally focused arching...

10.3389/fbuil.2024.1379851 article EN cc-by Frontiers in Built Environment 2024-08-22
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