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"This research aims to study the effect of lime addition in acid soil to chemical characteristic of soil and dry weight of green manure crops. The experiment with completely randomized design for factional 7x2 was used. The first factor was green manure crops consisting of seven level and the second factor was lime addition consisting of two levels. Result shows that the liming can increase pH value from very acid to slightly acid, decrease Al-dd content, decrease Al saturation."

"Gunung Endut merupakan salah satu daerah dengan potensi panas bumi kualitas baik mencapai 80 Mwe. Kegiatan pengembangan panas bumi di daerah Gunung Endut telah menentukan lokasi titik pembangunan tapak sumur pembangkit panas bumi, salah satunya adalah lapangan EDT C. Pembangunan tapak sumur ini diperlukan penelitian lebih lanjut terhadap kondisi geologi teknik untuk mengetahui karakteristik tanah. Penelitian ini bertujuan untuk mengetahui karakteristik geologi teknik dan memetakan kondisi geologi teknik daerah penelitian. Metode yang digunakan adalah metode lapangan dan metode laboratorium. Metode lapangan dilakukan untuk mendapatkan informasi di lapangan seperti tingkat pelapukan dan pengambilan sampel tanah. Metode laboratorium terdiri atas uji analisis ukuran butir, uji batas Atterberg, dan uji kuat geser langsung untuk memperoleh data terkait karakteristik geologi teknik. Hasil lapangan menunjukkan satuan geomorfologi terdiri atas dua satuan, yaitu Satuan Perbukitan Tinggi Vulkanik Berlereng Curam – Sangat Curam dan Satuan Perbukitan Tinggi Vulkanik Berlereng Landai – Curam. Hasil laboratorium menunjukkan bahwa pada uji berat kering memiliki berat air = 294.68 – 373.49 gr dengan persentase kadar air (Wn) = 42 – 60%. Untuk uji ukuran butir menunjukkan pasir berbutir kasar dengan nilai fraksi butiran > 2 mm = 2 – 18%, fraksi pasir kasar = 67 – 80%, fraksi pasir halus = 9 – 16%, dan fraksi lanau = 3 – 4%. Hasil batas Atterberg menunjukkan nilai batas cair (LL) = 48 – 64%, batas plastis (PL) = 39 – 46%, indeks plastisitas (PI) = 6 – 19%, indeks cair (LI) = 0.21 – 2.52%, dan aktivitas (A) = 1.346 – 5.450. Hasil uji kuat geser langsung menunjukkan nilai sudut geser dalam (∅) = 9.62 – 44.95˚ dan nilai kohesi (c) = 0.0443 – 5.6750 kN/m2 . Kemudian diperoleh satuan geologi teknik diantaranya Satuan Batuan Andesit Lapuk Ringan – Kuat, Satuan Tuff Lapuk Sempurna, Satuan Pasir Gradasi Baik (SW), dan Satuan Kolovium Lapuk Kuat – Sempurna. Pembangunan tapak sumur dapat memperhatikan desain lubang sumur, akses jalan, relief tinggi dan curam, dan hasil pengujian laboratorium.

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Mount Endut is a geothermal potentials area in Indonesia with good quality reaching 80 Mwe so that it can meet the electrical energy needs of Java Island. Geothermal development activities in the Mount Endut area are in the stage of determining the location of the Wellpad Geothermal construction point, one of which is the EDT C Field. Construction of the Geothermal Wellpad requires further research on engineering geology conditions to determine soil characteristics so that construction can last longer. For this reason, this study aims to determine the engineering geology characteristics and map the geological conditions of the research area. The methods used in the study are field methods and laboratory methods. Field methods are carried out to obtain the weathering level and soil sampling. Laboratory methods are divided into grain size analysis tests, Atterberg Limit, and direct shear strength tests to obtain engineering geology characteristics. Field results show that the geomorphological unit consists of two units, the Steep – Very Steep Marbled Volcanic High Hill Unit and the Ramps – Steep Marbled Volcanic High Hill Unit. The laboratory results showed that the dry weight test had a water weight = 294.68 – 373.49 gr with a percentage of water content (Wn) = 42 – 60%. For the grain size test shows the value of the grain fraction > 2 mm = 2 – 18%, the coarse sand fraction = 67 – 80%, the fine sand fraction = 9 – 16%, and the silt fraction = 3 – 4%. The Atterberg limit results show the value of the liquid limit (LL) = 48 – 64%, the plastic limit (PL) = 39 – 46%, the plasticity index (PI) = 6 – 19%, the liquid index (LI) = 0.21 – 2.52%, and the activity (A) = 1.346 – 5.450. Direct shear strength test show the value of the inner shear angle (∅) = 9.62 – 44.95˚ and the cohesion value (c) = 0.0443 – 5.6750 kN/m2 . Then obtained engineering geology units including Lightly Weathered – Strong Andesite Rock Units, Perfectly Weathered Tuff Units, Good Gradation Sand Units (SW), and Strong – Perfectly Weathered Collovium Units. The construction of wellpad geothermal can take can take into account the design of the wellbore, road access, high and steep relief, and the results of laboratory tests."

"Pembangunan Yogyakarta International Airport mendorong pergeseran aktivitas maupun pertambahan aktivitas terhadap tanah-tanah yang berada di sekitarnya. Kawasan sekitar bandara akan ikut berkembang dan dimanfaatkan sebagai investasi terutama pada lahan yang mempunyai prospek dan menghasilkan keuntungan bagi berbagai pihak. Fenomena terjadinya perubahan harga tanah disekitar bandara tak dapat dihindari akibat tingginya permintaan terhadap tanah. Penelitian ini bertujuan untuk mengetahui perubahan harga tanah yang terjadi di Kabupaten Kulon Progo dengan adanya Yogyakarta International Airport serta faktor lainnya yang mempengaruhi perubahan harga tanahnya. Metode yang digunakan penelitian adalah deskriptif komparatif dengan membandingkan sebelum dan setelah dibangunnya bandara. Diketahui pada klasifikasi jarak kelas jarak dekat, perubahan harga tanah didominasi oleh kelas perubahan harga tanah yang tinggi. Harga tanah disekitar bandara sangat tinggi kemudian menurun seiring menjauhnya jarak terhadap bandara namun akan meningkat kembali pada saat mendekati pusat-pusat kegiatan. Selain jarak terhadap pusat-pusat kegiatan, harga tanah dipengaruhi oleh jenis penggunaan tanah dan aksesibilitas dari tanah itu sendiri.

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The development of Yogyakarta International Airport making a shift in activities and increased activity to the it surrounding. The area around the airport will be developed and will be use as an investment, especially in land that has prospects and generates profits for various parties. The phenomenon of land price changes around the airport is inevitable due to high demand for land. This study aims to find out the changes in land prices that occur in Kulon Progo Regency with the presence of Yogyakarta International Airport and other factors that influence the change in land prices. The method used by the research is comparative descriptive by comparing before and after the construction of the airport. In the classification of near distances classification, land price changes are dominated by high classification. Land prices around the airport are very high then decrease as the distance away from the airport but will increase again when approaching another centers area. In addition to the distance to the centers of activity, the price of land is affected by the type of land use and accessibility.

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"This single-volume thoroughly summarizes advances in the past several decades and emerging challenges in fundamental research in geotechnical engineering. These fundamental research frontiers are critically reviewed and described in details in lights of four grand challenges our society faces: climate adaptation, urban sustainability, energy and material resources, and global water resources. The specific areas critically reviewed, carefully examined, and envisioned are: sensing and measurement, soil properties and their physics roots, multiscale and multiphysics processes in soil, geochemical processes for resilient and sustainable geosystems, biological processes in geotechnics, unsaturated soil mechanics, coupled flow processes in soil, thermal processes in geotechnical engineering, and rock mechanics in the 21st century."