Showing 181 - 200 results of 506 for search '"24 for 3"', query time: 0.12s Refine Results
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    Yoyo trick on type‐II generalised Feistel networks by Tao Hou, Ting Cui

    Published 2021-11-01
    “…For 7‐round type‐II GFNs, this work presents the first decomposition thus far, which can be executed within a time complexity of O(n24n + 3) and a data complexity of O(23n + 2). We believe this work enriches the yoyo game attack and the application of type‐II GFNs.…”
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    Efek Lama Penyimpanan Asi Terhadap Kadar Protein dan Lemak yang Terkandung Didalam ASI by Indri Putri Sari, Ariadi ., Ety Yerizel

    Published 2016-01-01
    “…The mean level of fat in 0 hour storage was 3.4%, 24 hours 3.2%, 48 hours 3.1%, and 72 hours 3.0%. There was significant difference of fat mean level  on duration of storage (p< 0.05). …”
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    Assessment Of Fetal Outcome In Women Undergoing Emergency Caesarean Section For Fetal Distress In Tertiary Care Hospital by Noor Fatima, Khansa Iqbal, Amna Abbasi, Nabeela Waheed, Amara Arooj, Maliha Sadaf

    Published 2024-09-01
    “…Results: The mean maternal age of the study population was found to be 24.59±3.20 years while the mean gestational age was recorded as 38.88±1.40 weeks. …”
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    Engineering Characteristics of Fully Weathered Soft Rock Filling and Settlement Analysis of High Fill Embankment by GUO Zhiyu, ZHANG Rong, ZHENG Bowen, NAN Kai, LI Sha

    Published 2022-01-01
    “…To study the engineering characteristics of fully weathered soft rock filling,we carried out indoor bearing ratio tests and compression tests on the fully weathered soft rock with compaction degrees of 96%,94% and 93% respectively.On this basis,we conducted a numerical simulation on the high fill embankment as its special filled section.The results show that the expansion rate of the fully weathered soft rock is1.29%~1.87%,indicating that it does not belong to expansive soil.The CBR value also tends to increase when the compaction degree gets higher.Its value meets the specification requirements,making it able to be used as embankment filling.The compression modulus is enhanced with the increase in compaction degree,and the wetting deformation rates corresponding to different compaction degrees are2.03%,3.24% and3.86%,respectively,which are not high generally.The settlement trend of high fill embankment made of soft rock is increasing first and then decreasing with the increase in depth and peaks at1/3 of the embankment height.As the compaction degree of the high fill embankment is elevated,the settlement is reduced gradually,but the difference is not big.With the increase in stone content,the settlement first decreases and then increases and is minimized when the stone content is 55%.Therefore,it is not economical to reduce embankment settlement by increasing compaction degree during soft rock filling,while enhancing the stone content to about 55% is a good choice instead.…”
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