Nama : Prof. Dr. Ir. Hary Christady Hardiyatmo, M.Eng., DEA.
Bidang Keahlian : Geotechnic Engineering
Membership : HATTI (Himpunan Ahli Teknik Tanah Indonesia)
Email : hary.christady@ugm.ac.id

Scopus : https://www.scopus.com/authid/detail.uri?authorId=8264504700
Google Scholar: https://scholar.google.com/citations?user=wkFV3YEAAAAJ&hl=id&oi=ao

LATAR BELAKANG PENDIDIKAN :

  • Ir. : Teknik Sipil, Universitas Gadjah Mada, Indonesia
  • M.Eng. : Civil Engineering,Asean Institute of Technology
  • Ph.D. : University Joseph Fourier Grenoble Perancis

PUBLIKASI JURNAL

TahunJUDULSTATUSJURNALDOI
PERANCANGAN ULANG KONSTRUKSI JALAN MENGGUNAKAN SISTEM PELAT TERPAKU SEBAGAI PERKERASAN PADA JALAN POROS SAMARINDA-BONTANGPenulis 3Jurnal Transportasihttps://doi.org/10.26593/jtrans.v23i1.6641.1-10
THE BEHAVIOR OF FLOW CONDITION IN PREFABRICATED VERTICAL DRAINS DUE TO INCREMENTAL CONFINING PRESSUREASEAN Engineering Journalhttps://doi.org/10.11113/aej.v13.19923
LIQUEFACTION POTENTIAL IN WATERFRONT AREA OF LABUAN BAJO BASED ON EARTHQUAKE RETURN PERIODInternational Journal of GEOMATEhttps://doi.org/10.21660/2023.111.4019
Study Of Various Types Of Pvd And Ph. D. Joints On Vertical Drainage PerformanceJurnal Indonesia Sosial Teknologihttps://doi.org/10.59141/jist.v4i10.750
Airfield Asphalt Overlay Design for Non-conventional Pavement Structures: A Case Study of Airport in IndonesiaJournal of the Civil Engineering Forumhttps://doi.org/10.22146/jcef.3771
3-Dimensional Numerical Simulation of Nailed Slab System Settlement Behavior on Soft SoilINERSIA: Jurnal Teknik Sipil dan Arsitekturhttps://doi.org/10.21831/inersia.v18i2.48375
Effect of Well Resistance on Time Factor Ratio Due to PVD DeformationPenulis 2Journal of the Civil Engineering Forumhttps://doi.org/10.22146/jcef.64381
Perancangan Fondasi Gedung Temporary Evacuation Shelter (TES) Tsunami dan Gempa Penulis 3Inersiahttps://doi.org/10.21831/inersia.v16i2.36898
The Effect Of Incremental Confining Pressure On The Hydraulic Properties Of PVDPenulis 2International Journal of GEOMATEhttps://doi.org/10.21660/2020.73.40003
Parametric Study of the Effect of Ground Anchor on Deep Excavation StabilityPenulis 2Journal of The Civil Engineering Forumhttps://doi.org/10.22146/jcef.47514
Laboratory Measurements of Discharge Capacity Under Incremental Confining Pressure of Geosynthetic DrainsInternational Review of Civil Engineeringhttps://doi.org/10.15866/irece.v11i5.18212
Analisis Deformasi Rencana Fondasi Tangki BBMPenulis 3Jurnal Tekno Global
THE STUDY OF THE USAGE OF VACUUM PRELOADING METHOD IN THE CONSTRUCTION PROJECT OF PALEMBANG–INDRALAYA TOLL ROADJurnal Teknik ITShttps://doi.org/10.12962/j23373539.v8i2.49741
Pengaruh Lapisan Penutup Pada Lendutan Pelat yang didukung Tiang dalam Uji Dua DimensiJurnal Tekno Globalhttps://dx.doi.org/10.36982/jtg.v8i1.739
Analisis Dinamik Fondasi Mesin Generator Sets pada Power House Building Project Lube Oil Blending PlantJurnal Tekno Globalhttp://dx.doi.org/10.36982/jtg.v8i1.735
Uji Beban Timbunan yang Diperkuat dengan Sistem Pelat Terpaku pada Tanah GambutMedia Komunikasi Teknik Sipilhttps://doi.org/10.14710/mkts.v25i2.21018
The Performance of the Nailed Slab System-Supported Embankment on Peat SoilPenulis 2International Review of Civil Engineeringhttps://doi.org/10.15866/irece.v10i5.15757
Validating the curve of displacement factor due to full scale of one pile row nailed-slab pavement systemInternational Journal of GEOMATE
Fuel Tank Foundation Improvement System on Soft Soil Layer Based on 3D Numerical SimulationFuel Tank Foundation Improvement System on Soft Soil Layer Based on 3D Numerical SimulationPenulis 3International Journal of GEOMATEDOI: 10.21660/2018.41.18791
Regional Landslide Potential Mapping in Earthquake-Prone Areas of Kepahiang Regency, Bengkulu Province, IndonesiaPenulis 4Geoscienceshttps://doi.org/10.3390/geosciences8060219
Deflection Behavior of the Nailed Slab System-Supported Embankment on Peat SoilPenulis 2Journal of Applied Engineering ScienceDOI: 10.5937/jaes15-15113
Effect of Pile Connections on the Performance of the Nailed Slab System on the Expansive Soil (1_Diana, W)Penulis 1International Journal of GEOMATE
Compressive Behavior of Bagansiapiapi-Riau Peat in Indonesia (1. Waruwu, A)Penulis 1Electronic Journal of Geotechnical Engineering
Effects of Upstream Slope of Clay Core and Height of the Rock Fill Dams Against Hydraulic FracturingPenulis 4Jurnal TeknologiDOI: 10.11113/jt.v78.9625

PUBLIKASI PROSIDING

TAHUNJUDULSTATUSPROSIDINGTINGKAT
2023The Stability Analysis of the Bored Pile Foundation as Liquefaction Hazard Mitigation at the University of Tadulako Reconstruction ProjectPenulis 3Second International Symposium on Civil Engineering and Environmental Research 23/10/2022 - 25/10/2022internasional
2023The Effects of Palu-Koro Fault on Predicting Ground Motion for Estimating Liquefaction-Induced Settlement of the Educational Infrastructure Reconstruction Project at the University of TadulakoIOP Conference Series: Earth and Environmental Science, Volume 1233Internasional
2023The Effect of Opak Fault on Liquefaction Potential at Toll Road Construction in Klaten Regency, Central JavaIOP Conference Series: Earth and Environmental Science, Volume 1203internasional
2023Study of soil liquefaction potential at Anutapura General Hospital, Palu City, Central Sulawesi Province IOP Conference Series: Earth and Environmental Science, Volume 1244internasional
2023Study of soil liquefaction potential at Anutapura General Hospital, Palu City, Central Sulawesi ProvinceIOP Conference Series: Earth and Environmental Science, Volume 1245internasional
2023Liquefaction potential in the governor's office of West Sulawesi after the 2021 Mamuju-Majene earthquake E3S Web of Conferences Volume 429 (2023)Internasional
2023Liquefaction potential in the governor's office of West Sulawesi after the 2021 Mamuju-Majene earthquakeE3S Web of Conferences Volume 429 (2023)Internasional
2023Liquefaction potential analysis around sediment control structure of Paneki River, Central SulawesiAIP Conference Proceeding, Volume 2629, Issue 1Internasional
2023Analysis of Liquefaction Potential in Solo-Yogyakarta-NYIA Kulon Progo Sta. 16+700 – 22+500IOP Conference Series: Earth and Environmental Science, Volume 1245internasional
2023Analysis of liquefaction potential in Opak Fault nearby area (case study: Solo-Yogyakarta-NYIA Kulon Progo Toll Road construction section I.2)E3S Web of Conferences Volume 429 (2023)Internasional
2023Analysis of liquefaction potential in Opak Fault nearby area (case study: Solo-Yogyakarta-NYIA Kulon Progo Toll Road construction section I.2)E3S Web of Conferences Volume 429 (2023)Internasional
2022The Effect of Various Peak Ground Acceleration Level in Petobo Irrigation Canal Area Post 2018’s Liquefaction DisasterIOP Conference Series: Earth and Environmental Science, Volume 1091,Internasional
2021Utilization of Plastic Waste Polyethylene (PET) for reinforced subgradeE3S Web Conf. Volume 325, 2021Internasional
2021Potential Study of Liquefaction in the Downstream Area of Jono Oge-Paneki River, Central SulawesiProceeding International Conference of Water Resources Development and Environmental Protection 2021, Volume 930Internasional
2021Liquefaction Vulnerability Analysis using N-SPT Value and Grain Size Analysis on Gumbasa Irrigation Canal in the Post-Disaster Petobo Area, SulawesiProceeding International Conference of Water Resources Development and Environmental Protection 2021, Volume 930Internasional
2021Determination of Weathered Layer Thickness Around the Landslide Zone using the Seismic Refraction MethodIOP Conference Series: Earth and Environmental Science, vol. 830Internasional
2021Application of catastrophe theory in landslide case, and its relationship with the slope stabilityAIP Conference Proceedings vol 2320Internasional
2020Pengaruh Variasi Susunan Tiang Terhadap Perilaku Penurunan Pelat yang Diperkuat Tiang Mini di Atas Tanah Lunak BerlapisPenulis 2Prosiding Civil Engineering, Environmental and Disaster Risk Management Symposium 2020Nasional
2018Evaluasi Kondisi dan Kinerja Perkerasan Lentur (Kasus Jalan Ruas Mantingan Ngawi)Penulis 2CIVIL ENGINEERING AND ENVIRONMENTAL SYMPOSIUM 2018Nasional
2018Estimasi Derajat Konsolidasi Berdasarkan Tekanan Air Pori Menggunakan Vacuum Preloading. Study Kasus Jalan Tol Palindra SumselPenulis 2Prosiding Simposium Forum Studi Transportasi antar Perguruan Tinggi ke-21Nasional
2018ESTIMASI DERAJAT KONSOLIDASI BERDASARKAN TEKANAN AIR PORI MENGGUNAKAN VACUUM PRELOADING. STUDY KASUS JALAN TOL PALINDRA SUMSELProsiding Simposium FSTPT ke-21Nasional
2017Pengaruh Tekanan Kekang terhadap Kapasitas Dukung Sistem Pelat Terpaku dalam Uji Dua DimensiPenulis 2SEMINAR NASIONAL PENELITIAN DAN PENGABDIAN PADA MASYARAKATNasional
2017Height Limitation of Rock Fill Dams With Tropical Residual Clay Cores Against Hydraulic FracturingPenulis 4ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical EngineeringVolume 2017Internasional
2017Effect of Clay Core Configuration of the Rock Fill Dams Against Hydraulic FracturingPenulis 43rd International Conference on Sustainable Civil Engineering Structures and Construction MaterialsInternasional
2017Behavior of Nailed-Slab System on Peat Soil Under LoadingPenulis 2The 1st Warmadewa International Conference on Architecture and Civil Engineering "Sustainability Design and Culture"Internasional
2016Uji Pembenanan pada Model Perkerasan Kaku (Rigid Pavement) Sistem Cakar Ayam Modifikasi (CAM) Skala Penuh di Lapangan pada Tanah LunakPenulis 1Seminar Nasional Geoteknik 2016 HATTI Yogyakarta.Nasional
2016Studi Eksperimental Pembebanan Pelat yang Diperkuat Tiang pada Tanah GambutPenulis 1Seminar Nasional Geoteknik 2016 HATTI Yogyakarta.Nasional
2016Small-scale Experimental Investigation on the Behaviour of Nailed Slab System in Expansive SoilPenulis 1AIP Conference ProceedingsInternasional
2016Pull out Test of Single Pile Row Nailed-Slab System on Soft ClayPenulis 1Proceeding of The 14th International Conference on QIR (Quality in Research)Internasional
2016Permodelan Skala Kecil dan Analisis Numeris Sistem Pelat Terpaku pada Tanah EkspansifPenulis 1Seminar Nasional Geoteknik 2016 HATTI Yogyakarta.Nasional
2016Investigation on the Resistant of Tropical Residual Soils as Clay Core of Rock Fill Dams Against Hydraulic FracturingPenulis 3Japanese Geotechnical Society Special PublicationInternasional
2016Differential Settlement of Rigid Pavement of 3-Pile Row Nailed-slab System on Soft Clay Sub Grade Due to Monotonic and Repetitive LoadingsPenulis 1International Conference on Technology, Innovation, and Society (ICTIS) 2016Internasional